Author guidelines

Manuscript preparation guidelines for journal authors

Our engineering journal titles report the latest research and current practice for the benefit of the international civil engineering profession and related disciplines. We also cover historical research and lessons learned from past events. Each Paper is independently assessed and peer reviewed.

All of our engineering titles broadly follow the guidelines below.

Types of content

  • Paper (including research, case study or project papers)
    A Research article is an original presentation of findings from an investigation. A case study looks at the effects of the implementation of, for example, a system and analyses it, in context of the situation.
  • State-of-the-art review (invitation only)
    A state-of-the-art review is an up-to-date summary of knowledge on a particular subject or issue and represents an overview of recent developments.
  • Technical Notes
    Please submit shorter Papers to our sister journal Géotechnique Letters: https://ice-review.rivervalley.io/journal/jgele
  • Book review
    A book review provides a short description of an academic title and evaluates its quality and contribution to the field in question.
  • Discussion
    This article format allows reader to comment on previously published papers. Authors of the paper being discussed are given the right to reply.

Length (excluding abstract and reference list)

  • Maximum length 12 pages. Please fill in this page calculator Excel file and upload it with your Paper. Whilst Géotechnique reserves the right to publish papers of any length, Authors should be aware that any submission that is significantly over the limit will be subjected to pre-assessment and may be returned to the Authors for editing prior to being sent for review. 

If your article exceeds these restrictions, you can upload the additional information as supplementary data.

Format and elements of submitted texts

Please prepare your main text document in Microsoft Word, text should be double line spaced, line numbered and pages should be numbered. We have a template available should you need it.

We also accept Latex files; you may use our template.

Please note that the style that you submit your paper in (e.g. any additional italics or bold fonts, bullet points, etc.) may be changed on publication to accommodate our house style.

Style

Language:

  • The text should be written in UK English, in the third person and all spelling follow the latest edition of The Concise Oxford English Dictionary, with a preference for ‘s’ rather than ‘z’ spellings, e.g. specialise.
  • The manuscript should be able to be readily understood by a civil engineer and avoid any colloquialisms.
  • The terms, including nomenclature and abbreviations, and style should be consistent throughout the text. Please bear this in mind when collaborating with other authors on the text.
  • Referring directly to the names of individuals, organisations, products or services is forbidden unless essential to the comprehension of the manuscript. Gratuitous flattery or derogatory remarks about any person/organisation should not be included.
  • Principal participants in a project should be listed separately in a table or acknowledgement at the end of the text. If a person/client is involved, you should seek their permission to detail the project.
  • We do not accept footnotes.
  • Symbols and Units: SI and derived units should be used, including for historical structures.
  • Abbreviations: the use of internationally recognised abbreviations is allowed in the text provided they are defined on first use. Abbreviations should not be used in the title unless a commonly used, non-specialist term. Any abbreviations which can be pronounced as a word (i.e. acronyms) should generally have an upper-case initial only (e.g. Defra). Symbols for chemical elements and compounds should not be used as abbreviations unless in the context of a chemical equation. In particular, ‘carbon dioxide’ should not be abbreviated to ‘CO2’ or ‘carbon’.
  • Use bullet points rather than numbered lists.
  • Text should be 1.5 spacing or double spaced.

Emerald’s Policy on AI Usage

Emerald’s overarching principles of AI usage:

1) Authors and peer reviewers are responsible and accountable for the accuracy and integrity of their work.

2) AI tools and technology must be used responsibly and transparently.

3) AI tools and technology should not replace human involvement in the publication process but instead supplement it.

Copywriting (creating, drafting, or writing) any part of a submission using generative AI tools and technology to generate new material is not permitted.

Copy-editing (correcting, editing, formatting, modifying, or refining) all or part of an author’s own original existing work using generative AI tools and technology the content to improve its structure and the clarity of the language and grammar is permitted, ensuring users adhere to the following overarching principles.

Emerald’s full policy, including examples of use cases can be found on our Publishing Ethics page.

Guide

The following is a detailed manuscript preparation guide for research articles to ICE Publishing’s engineering titles; however, they can, in the most part, be used as a basis for other article types amending to concur with the word limit and premise of the formats, as appropriate.

First page

On the first page of your main text document please provide:

  • The date that the text was written or revised
  • Title of paper (please see below for guidance on titles)
  • Full names and post-nominal letters of author(s)
  • Positions, affiliations and ORCID number of author(s)
  • Contact address and email addresses of all authors
  • Number of words in the main text (excluding abstract and references) and the number of figures and tables.
  • Please DO NOT include your personal telephone number on the title page.

Title

Titles are limited to 90 characters, including spaces. Please avoid the use of any abbreviations, acronyms or formulae. Titles should clearly reflect the content of the manuscript and any search terms that readers may use should be considered and incorporated.

Abstract

Please provide a 150–200 word summary of the submission (briefings, research articles and letters only). This should be a concise reflection of the aims, findings, conclusions and any interesting or important results. Take care to incorporate any terms that may be used by potential interested readers to improve the article’s discoverability online (search engine optimisation). This should contain no references; abbreviations that are not commonly used should be defined (for the benefit of the non-specialist reader) at first use.

List of notations

Please provide a list of symbols and definitions used in the text that would be helpful for the reader.

Keywords

These are used for indexing your article on ICE Virtual Library (this website). Please select a minimum of three keywords from this MS Excel file. When you submit your article, you may also type in keywords not on this list.

Introduction

A concise, accurate, but not exhaustive, summary of current knowledge, with reference to relevant previous and recent works in the field should be presented. This should be accompanied with the aims of and justification for the work contained in the submitted manuscript.

Main text

The methods and processes applied to investigate and achieve the aims should be communicated in sufficient detail that readers could repeat the work successfully. The results should be reported clearly and logically, must be interpreted accurately and discussed fairly. Figures/tables can be used to support these findings, but data must not be reproduced in more than one form.

It is a requirement that all research articles include a section at the end of the main text that highlights the contribution of the findings to the field and any potential applications.

All research articles, case studies and project papers should discuss how the work relates to mitigation of or adaptation to climate change. Where relevant, a section on health and safety should be included.

Figures

In general, we recommend one figure per 500 words of text.

For specific advice and step by step guidance on accepted file formats and our figure requirements please open, download and save our figure guidance.

All figures are published in colour online. The following journals also have a black and white printed version: Bridge Engineering, Géotechnique, Ground Improvement and Magazine of Concrete Research.

If reproducing or adapting figures from other published work, this must be referenced in the caption and appropriate permissions sought. Please see our copyright page for more information.

Conclusions

A concise summary of the findings or, in the instance of case studies or project papers, the lessons learned. No new information should be introduced here. If necessary, you should explain here the applicability / relevance of your article to readers in other countries.

Research papers must explain the practical relevance and potential applications of the work described. This is important to readers working in civil engineering and related practice.

Similarly, case studies and project papers must highlight the relevance of the work described and summarise the lessons learned. As with research papers, they must also include relevant references to demonstrate how previous research and practice has been used. These references could be standards, codes or relevant past ICE Publishing journal papers.

Appendices

Additional information, such as tables or mathematical calculations/derivations can be included and should be clearly referred to, from the main text, as belonging to the appendix. These will be included in the print and online versions of the article.

Acknowledgements

Please provide details from those (individuals and institutions) other than co-authors that contributed to the paper. Additional details required by funding bodies can be placed here too, as well as information about the source of the work (i.e., based on a presentation etc.)

References

Please add a list of literature cited in the manuscript at the end of the text. Harvard style (author, date) referencing is used in engineering papers. Further details about Harvard referencing.

Unpublished material should not be included in the Reference list.

  • If an article has been submitted but not yet accepted, it should only be cited within the text and not the reference list. For example, at the first citation ‘(see ‘Title of publication’ by Author, submitted to Journal’). Subsequent citations can be presented as ‘Author (submitted)’ or ‘(Author, submitted)’.
  • If an article has been submitted and accepted but is not yet published, it should be included in the reference list with 'in press' at the end. A DOI number should be included where possible.

Mathematical equations

Only relevant equations should be included in the main text and should be numbered – anything else can be added as an appendix or as supplementary information. Simple, single line equations can be written using word; an equation editor program is required for more complex formulae.

Figures and tables caption list: Please supply a figure caption list at the end of your main text document. Figures and tables must be mentioned in the text in consecutive order, but as different sets (i.e., Figure 1, Table 1 etc.) All figures must have a brief title accompanied with a short description that can be able to be understood without reference to the main text.

Author photos

Authors are encouraged to provide a passport style photograph of themselves. These will be published only if a file for every named author is provided.

Corresponding authors

We only permit one corresponding author per submission. Co-authors can be added, and their email addresses and institutions must be provided.

Supplementary information

Where tables, figures, appendices, and other additional content are supplementary to the article but not critical to the reader’s understanding of it, you can choose to host these supplementary files alongside your article on Insight, Emerald’s content-hosting platform (this is Emerald's recommended option as we are able to ensure the data remain accessible), or on an alternative trusted online repository. All supplementary material must be submitted prior to acceptance.

Emerald recommends that authors use the following two lists when searching for a suitable and trusted repository:

If you choose to host your supplementary files, you must submit these as separate files alongside your article. Files should be clearly labelled in such a way that makes it clear they are supplementary; Emerald recommends that the file name is descriptive and that it follows the format ‘Supplementary_material_appendix_1’ or ‘Supplementary tables’. All supplementary material must be mentioned at the appropriate moment in the main text of the article; there is no need to include the content of the file only the file name. A link to the supplementary material will be added to the article during production, and the material will be made available alongside the main text of the article at the point of EarlyCite publication.

Please note that Emerald will not make any changes to the material; it will not be copy-edited or typeset, and authors will not receive proofs of this content. Emerald therefore strongly recommends that you style all supplementary material ahead of acceptance of the article.

Emerald Insight can host the following file types and extensions:

  • Adobe Acrobat (.pdf)
  • MS Word document (.doc, .docx)
  • MS Excel (.xls, xlsx)
  • MS PowerPoint (.pptx)
  • Image (.png, .jpeg, .gif)
  • Plain ASCII text (.txt)
  • PostScript (.ps)
  • Rich Text Format (.rtf)

If you choose to use an alternative trusted online repository, you should ensure that the supplementary material is hosted on the repository ahead of submission, and then include a link only to the repository within the article. It is the responsibility of the submitting author to ensure that the material is free to access and that it remains permanently available. Where an alternative trusted online repository is used, the files hosted should always be presented as read-only; please be aware that such usage risks compromising your anonymity during the review process if the repository contains any information that may enable the reviewer to identify you; as such, we recommend that all links to alternative repositories are reviewed carefully prior to submission.

Please note that extensive supplementary material may be subject to peer review; this is at the discretion of the journal Editor and dependent on the content of the material (for example, whether including it would support the reviewer making a decision on the article during the peer review process).

Next steps

Once you have completed your manuscript preparation, please read this submission checklist. When you are ready, please upload your MS Word document text, and separate high-resolution image files, to the journal submission website. This is linked to from each journal webpage. This will save you emailing large files through to us. Please do not submit all of your files as one PDF. You will receive a confirmation email once you have successfully submitted your paper online.

Copyright information

Information on copyright, including text extracts and the reuse of permission published elsewhere, can be found via our Copyright and Permissions page.

If you have any pre-acceptance query, please contact the Journal Editorial Office name given on the journal webpage (tab, ‘Editorial Team). For post-acceptance queries, please contact the Supplier Project Manager name on the same tab.

Editorial team
  • Editor-in-Chief

    • Lidija Zdravkovic
      Imperial College London - United Kingdom
  • Co-Editors

    • Ioannis Anastasopoulos
      ETH Zürich - Switzerland
    • Wenjie Cui
      Beihang University - China
    • Satoshi Nishimura
      Hokkaido University - Japan
    • Maria Santagata
      Purdue University - USA
    • Helmut Schweiger
      TU Graz - Austria
  • Associate Editors

    • Teresa Bodas Freitas
      Instituto Superior Técnico, ULisboa - Portugal
    • Benjamin Cerfontaine
      University of Southampton - United Kingdom
    • Anne-Catherine Dieudonné
      Delft University of Technology - The Netherlands
    • Grainne El Mountassir
      University of Strathclyde - United Kingdom
    • Gaetano Elia
      DICATECh - Politecnico di Bari - Italy
    • Gustav Grimstad
      Norwegian University of Science and Technology - Norway
    • Mamoru Kikumoto
      Kyoto University - Japan
    • Truong Le
      Mott MacDonald - UK
    • Anthony K Leung
      Hong Kong University of Science and Technology - China
    • Tingfa Liu
      University of Bristol - United Kingdom
    • Alejandro Martinez
      University of California, Davis - USA
    • Giuseppe Pedone
      University of Trento - Italy
    • Jubert Pineda
      The University of Newcastle - Australia
    • Irene Rocchi
      Technical University of Denmark
    • Mohamed Rouainia
      Newcastle University - UK
    • Joel Smethurst
      University of Southampton - UK
    • Anna Ramon Tarragona
      Universitat Politecnica de Catalunya (UPC) & CIMNE - Spain
    • Zhen-Yu YIN
      The Hong Kong Polytechnic University - P.R. China
  • Publisher

  • Journal Editorial Office (For queries related to pre-acceptance)

  • Supplier Project Manager (For queries related to post-acceptance)

Indexing & metrics

Citation metrics

Scopus Logo

14.0

CiteScore 2025

Scopus Logo

14.0

CiteScore 2025

Further information

CiteScore is a simple way of measuring the citation impact of sources, such as journals.

 

Calculating the CiteScore is based on the number of citations to documents (articles, reviews, conference papers, book chapters, and data papers) by a journal over four years, divided by the number of the same document types indexed in Scopus and published in those same four years.

 

For more information and methodology visit the Scopus definition

 

Scopus Logo

12.0

CiteScore Tracker 2026

(updated monthly)

Scopus Logo

12.0

CiteScore Tracker 2026

(updated monthly)

Further information

 CiteScore is a simple way of measuring the citation impact of sources, such as journals.

 

CiteScore Tracker is calculated in the same way as CiteScore, but for the current year rather than previous, complete years.

 

The CiteScore Tracker calculation is updated every month, as a current indication of a title's performance.

 

For more information and methodology visit the Scopus definition

Clarivate analytics logo

5.2

2024 Impact Factor

Clarivate analytics logo

5.2

2024 Impact Factor

Further information

The Journal Impact Factor is published each year by Clarivate Analytics. It is a measure of the number of times an average paper in a particular journal is cited during the preceding two years.

 

For more information and methodology see Clarivate Analytics

Clarivate analytics logo

5.9

5-year Impact Factor (2024)

Clarivate analytics logo

5.9

5-year Impact Factor (2024)

Further information

A base of five years may be more appropriate for journals in certain fields because the body of citations may not be large enough to make reasonable comparisons, or it may take longer than two years to publish and distribute leading to a longer period before others cite the work.

 

Actual value is intentionally only displayed for the most recent year. Earlier values are available in the Journal Citation Reports from Clarivate Analytics.


Publication timeline

Time to first decision

98

days

Time to first decision

98

days

Further information

Time to first decision, expressed in days, the "first decision" occurs when the journal’s editorial team reviews the peer reviewers’ comments and recommendations. Based on this feedback, they decide whether to accept, reject, or request revisions for the manuscript.

Data is taken from submissions between 1st January 2024 and 31st December 2024

Acceptance to publication

83

days

Acceptance to publication

83

days

Further information

Acceptance to publication, expressed in days, is the average time between when the journal’s editorial team decide whether to accept, reject, or request revisions for the manuscript and the date of publication in the journal.

Data is taken from submissions between 1st January 2024 and 31st December 2024

Acceptance rate

17

%

Acceptance rate

17

%

Further information

The acceptance rate is a measurement of how many manuscripts a journal accepts for publication compared to the total number of manuscripts submitted expressed as a percentage %

Data is taken from submissions between 1st January 2024 and 31st December 2024.

Indexing and metrics content displayed here

Calls for papers & news

Calls for papers

Closes:
21 Sep 2026

Géotechnique Special Issue - Time-dependent soil behaviour in multi-coupled problems: fundamentals and applications

Géotechnique

Submit your abstract hereIntroduction...

Guest editor(s):
Giuseppe Pedone, Tingfa Liu, Teresa Bodas Freitas, Truong Le, Gustav Grimstad, Satoshi Nishimura, Cor Zwanenburg, Béatrice A Baudet
Géotechnique Special Issue - Time-dependent soil behaviour in multi-coupled problems: fundamentals and applications

News

Meet the 2024 ICE Award winner for Géotechnique - Telford Gold Medal

We are delighted to feature an interview with the winner of the 2024 Telford Gold Medal. In this brief conversation, the author shares insights into their award-winning work, the motivation behind it, and their experience publishing with ICE Publ...

03/11/2025
Meet the 2024 ICE Award winner for Géotechnique - Telford Gold Medal

Meet the 2024 ICE Award winners for Géotechnique - Geotechnical Research Medal

We are delighted to feature an interview with the winners of the 2024 Geotechnical Research Medal! In this brief conversation, the authors share insights into their award-winning work, the motivation behind it, and their experience publishing wit...

03/11/2025
Meet the 2024 ICE Award winners for Géotechnique - Geotechnical Research Medal

Celebrating Award-Winning Papers in 2025

We’re proud to announce that papers published in Géotechnique have won prestigious awards from the Institution of Civil Engineers (ICE)!Each year, outstanding research from across all ICE Publishing journals is recognised, with add...

13/05/2025
Celebrating Award-Winning Papers in 2025

The world's premier geotechnics journal, publishing since 1948.

ISSN: 0016-8505
eISSN: 1751-7656

Aims and scope

Founded in 1948 and endorsed by Professor Karl Terzaghi as the first dedicated forum for disseminating geotechnical research and practice, Géotechnique has become the world’s leading journal for high quality scholarship in geotechnical engineering. It publishes rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics. 

In the context of rapidly evolving geotechnical challenges Géotechnique aims to advance fundamental understanding and practical applications in geotechnical engineering. We welcome submissions that make significant advances in any area of the field, including but not limited to: 

  • Experimental investigations: comprehensive and rigorous laboratory or field studies that advance the knowledge of the hydro-mechanical behaviour of soils or rocks under static, cyclic, dynamic, thermal, chemical or bio-mediated perturbations. Submissions should articulate practical implications and demonstrate potential contributions to the refinement or development of constitutive modelling frameworks.
  • Field monitoring and physical modelling: studies employing field instrumentation, monitoring campaigns, or physical modelling that use soil or rock experimental characterisation and in-situ geological conditions, to elucidate the response mechanisms of relevant boundary value problems.
  • Innovations in testing and instrumentation: development of innovative testing equipment, instrumentation systems, or experimental and monitoring protocols, with clear evidence of advances over existing methods in terms of improved understanding of soil or rock behaviour and associated engineering applications.
  • Computational modelling and analysis: computational studies using diverse analytical and numerical methods and constitutive models that can integrate the multi-physical behaviour of soils or rocks for reliable predictive modelling. Contributions should elucidate mechanisms of ground response to engineering actions, validated through well-documented field measurements and/or physical modelling.
  • Advances in computational frameworks and algorithms: development of innovative computational algorithms and modelling frameworks that demonstrate clear improvements over existing tools in capturing soil or rock response, validated against high quality experimental data.
  • Case histories: studies featuring high-profile case histories supported by advanced geotechnical characterisation and analysis are especially valued. 

Other information about the journal: 

  • Géotechnique benefits from its close association with the British Geotechnical Association and the Institution of Civil Engineers, UK. Each year, outstanding contributions are recognised through a series of Best Paper Awards across multiple categories.
  • The journal formally acknowledges the corresponding authors in its published papers.

To submit to this journal is free. Papers appear Ahead of Print (below) as soon as they are ready to be published. Ahead of print articles are fully citable using the DOI system.

Open access: this is a Plan S compliant journal through its zero-month embargo period. This is a hybrid journal allowing for green or gold open access. Find out more about publishing open access with us, our article processing charges (APCs) and generous waivers. 

Key content

About this publication

Karl TerzaghiWho founded the journal, why and what did they hope to address?

In his foreword to issue 1, Volume 1 1948, Karl Terzaghi, Harvard University, USA (shown right) wrote "Géotechnique is intended to become a clearing house for significant information in the fields of soil mechanics and engineering geology."

At that time the journal had no predecessor. The editorial cited simply the publication of Coulomb's theory of earth pressure on retaining walls in 1776. Engineering geology was traced back to 'the father of British geology' William Smith (1769-1839). The need for such a journal became evident when its founding Editors visited principal geotechnical laboratories in the late 1940s. The new journal would fulfil four purposes:

  • to promote international collaboration between workers in soil mechanics and related sciences
  • to publish papers on specialized aspects of these subjects
  • to encourage the pursuit of engineering geology
  • to make the results of research available to the practising civil engineer.

Géotechnique was established in 1948 by the 'Geotechnical Society'. In the editorial of issue 1, its inaugural Editors thanked the following people:

"Professor K Terzaghi, T K Huizinga, W K Wallace, Sir George Burt, Dr E E de Beer, L F Cooling J P Daxelhofer, J Florentin, E C W A Geuze, B Jakobson, Dr A von Moos, Professor A W Skempton and W H Ward."

In 1949, the society sent a letter "to the Secretary of the Institution of Civil Engineers... proposing that the journal should be transferred to and published by that Institution. The Council of the Institution gave their assent." Since then until the present day, editorial policy is maintained by the Géotechnique Advisory Panel.

The Geotechnical Society still meets, holding an annual dinner. Its membership is defined as all current and past members of the Géotechnique Advisory Panel. 

A full account of the establishment of Géotechnique and its history from 1948 to 1980 is given by Professor S F Brown in Vol. 32, No. 2 (June 1982): The development of Géotechnique 1948-1980—the first 30 volumes.

The Rankine Lecture is widely viewed as the most prestigious invited lecture in geotechnics. Each lecture is subsequently prepared as a marquee paper, to be published in Géotechnique. Papers published before 2003 are free to read in perpetuity.

Géotechnique Rankine-lecture papers

The Rankine Lecture is hosted in March each year by the British Geotechnical Association. It is widely viewed as the most prestigious of the invited lectures in geotechnics.

The lecture commemorates W.J.M. Rankine, Professor of Civil Engineering at Glasgow University, who was one of the first engineers in the UK to make a significant contribution to soil mechanics, and is best known for his theory for the earth pressure on retaining walls.

From 1961 to 1972 the lecture was held at the Institution of Civil Engineers, but since 1973 has taken place at Imperial College. In even-numbered years the lecturer is from the UK, and in odd-numbered years from overseas. Each lecture is published in Géotechnique, together with the text of the biographical introduction and the vote of thanks.

Details of past Rankine Lectures are provided below. Papers delivered prior to 2003 have been made free to read in perpetuity.

yearAuthorLectureVolume
2024L. ZdravkovicGeotechnical Engineering for a Sustainable Society 
2023J.P. CarterConstitutive Modelling in Computational GeomechanicsVolume 74, No. 13
2022S.A. JefferisThe Unusual and the Unexpected in Geotechnical Engineering: Observation – Analogy – Experiment 
2019G. GazetasBenefits of Unconventional Seismic Foundation DesignVolume 76, No. 1, 2026
2018Nick O'RiordanDynamic soil-structure interaction - understanding the Holocene, instrumenting the Anthropocene-
2017Eduardo AlonsoTriggering and motion of landslidesVolume 71, No. 1, pp. 3-59
2016Richard JardineGeotechnics and energyVol 70, No. 1, pp. 1-59
2015Suzanne LacasseHazard, rick and reliability in geotechnical practice-
2014Guy HoulsbyInteractions in offshore foundation designVol. 66, No. 10, pp. 791-825
2013M. JamiolkowskiSoil Mechanics and the observational method: Challenges at the Zelazny Most copper tailings disposal facilityVol. 64, No. 8, pp. 590-619
2012M. D. BoltonPerformance-based design in geotechnical engineering-
2011S.W. SloanGeotechnical Stability AnalysisVol 63, No. 7, pp. 531
2010C. ClaytonStiffness at small strain - research and practiceVol. 61, No. 1, pp. 5-37
2009T. O'RourkeGeohazards & Large Geographically Distributed SystemsVol. 60, No. 7, pp 505-543
2008J. A. CharlesThe engineering behaviour of fill materials: the use, misuse and disuse of case historiesVol. 58, No. 7, pp 541-570
2007A. GensSoil-environment interactions in geotechnical engineeringVol 60, No 1, pp 3-74
2006R.J. MairTunnelling and geotechnics - new horizonsVol 58No 9pp 695-736
2005R.K. RoweLong-term performance of contaminant barrier systemsVol. 55No. 9pp 631-678
2004N.N. AmbraseysEngineering, seismology and soil mechanicsNot published
2003M.F. RandolphScience and empiricism in pile foundation designVol. 53No. 10pp 847-874
2002D.M. PottsNumerical analysis: a virtual dream or practical reality?Vol. 53No. 6pp 535-572 (2003)
2001H. BrandlEnergy foundations and other thermo-active ground structuresVol. 56No. 2pp 81-122 (2006)
2000J.H AtkinsonNon-linear soil stiffness in routine designVol. 50No. 5pp 487-507
1999S. LeroueilNatural slopes and cuts: movement and failure mechanismsVol. 51No. 3pp 197-243 (2001)
1998D.W. HightSoil characterisation: the importance of structure and anisotropyNot published
1997G.E. BlightInteractions between the atmosphere and the EarthVol. 47No. 4pp 715-766
1996S.F. BrownSoil mechanics in pavement engineeringVol. 46No. 3pp 383-425
1995R.E. GoodmanBlock theory and its applicationVol. 45No. 3pp 383-422
1994P.R. VaughanAssumption, prediction and reality in geotechnical engineeringVol. 44No. 4pp 573-608
1993K. IshiharaLiquefaction and flow failure during earthquakesVol. 43No. 3pp 351-414
1992B. SimpsonRetaining structures: displacement and designVol. 42No. 4pp 541-576
1991J.K MitchellConduction phenomena: from theory to geotechnical practiceVol. 41No. 3pp 299-339
1990J.B. BurlandOn the compressibility and shear strength of natural claysVol. 40No. 3pp 329-378
1989H.G. PoulosPile behaviour - theory and applicationVol. 39No. 3pp 365-415
1988H.B. SutherlandUplift resistance in soilsVol. 38No. 4pp 493-515
1987R.F. ScottFailureVol. 37No. 4pp 423-466
1986A.D.M. PenmanOn the embankment damVol. 36No. 3pp 303-347
1985N. JanbuSoil models in offshore engineeringVol. 35No. 3pp 241-280
1984C.P. WrothThe interpretation of in situ soil testsVol. 34No. 4pp 449-488
1983E. HoekStrength of jointed rock massesVol. 33No. 3pp 187-222
1982D.J. HenkelGeology, geomorphology and geotechnicsVol. 32No. 3pp 175-194
1981N.R. MorgensternGeotechnical engineering and frontier resource developmentVol. 31No. 3pp 305-365
1980A.N. SchofieldCambridge geotechnical centrifuge operationsVol. 30No. 3pp 227-267
1979H. Bolton SeedConsiderations in the earthquake-resistant design of earth and rockfill damsVol. 29No. 3pp 215-262
1978W.H. WardGround supports for tunnels in weak rocksVol. 28No. 2pp 135-170
1977V.F.B. de MelloReflections on design decisions of practical significance to embankment damsVol. 27No. 3pp 281-354
1976A.C. MeighThe Triassic rocks, with particular reference to predicted and observed performance of some major foundationsVol. 26No. 3pp 393-451
1975J. KeriselOld structures in relation to soil conditionsVol. 25No. 3pp 433-482
1974R.E. GibsonThe analytical method in soil mechanicsVol. 24No. 2pp 115-139
1973T.W. LambePredictions in soil engineeringVol. 23No. 2pp 151-201
1972P.W. RoweThe relevance of soil fabric to site investigation practiceVol. 22No. 2pp 195-300
1971J.C. JaegerFriction of rocks and stability of rock slopesVol. 21No. 2pp 97-134
1970K.H. RoscoeThe influence of strains in soil mechanicsVol. 20No. 2pp 129-170;
1969R.B. PeckAdvantages and limitations of the observational method in applied soil mechanicsVol. 19No. 2pp 171-187
1968R. GlossopThe rise of geotechnology and its influence on engineering practiceVol. 18No. 2pp 107-150
1967L. BjerrumEngineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildingsVol. 17No. 2pp 83-117
1966A.W. BishopThe strength of soils as engineering materialsVol. 16No. 2pp 91-128
1965N.M. NewmarkEffects of earthquakes on dams and embankmentsVol. 15No. 2pp 139-159
1964A.W. SkemptonLong-term stability of clay slopesVol. 14No. 2pp 77-101
1963A. MayerRecent work in rock mechanicsVol. 13No. 2pp 99-118
1962L.F. CoolingField measurements in soil mechanicsVol. 12No. 2pp 77-103
1961A. CasagrandeControl of seepage through foundations and abutments of damsVol. 11No. 3pp 161-181

The journal hosted an event on the 27th October 2023 at the Institution of Civil Engineers in London to celebrate its 75th anniversary. The journal invited the geotechnical community to cherish Géotechnique’s past research and to look forward, to future fundamental and applied research. The event programme of the day is available below.
 

The day is organised around three main themes:

Theme 1 - Soil micromechanics: from surface physics and chemistry to macro engineering applications

Theme 2 - Bio-assisted geotechnics: effective strategy in a Net Zero Carbon World?

Theme 3 - Artificial Intelligence in geotechnics: virtual dream or practical reality?


Each theme session will include:

  1. Introductory Lecture offering a multidisciplinary perspective of the research theme (Lecturers are Prof Carlos Santamarina, Prof Glyn Bengough, and Prof Darren Wilkinson) held in the Telford Theatre
  2. Géotechnique Research Lecture to cherish the past and look forward to the future (Lecturers are Prof Catherine O’Sullivan, Prof Jason DeJong and Prof Antonio Correia) held in the Telford Theatre
  3. Discussion - held in the Telford Theatre
  4. Poster session (10 posters per theme) - held in the Great Hall


The below articles are free to read a few months before, and during the event.

 
Reception drinks, tea and coffee, will be provided at 10:00 in the Great Hall of One Great George Street.

Session 1

Soil micromechanics: from surface physics and chemistry to macro engineering applications

10:30

Introductory lecture: a multidisciplinary perspective  
Attractive and repulsive inter-particle forces: unifying micromechanical behaviour of clays, silts, and sands

Carlos Santamarina, G. Wayne Clough Chair and Professor, Georgia Institute of Technology, Atlanta, USA

10:55

Géotechnique research: cherish the past and look forward to the future:

Underpinning geotechnical innovation using particulate soil mechanics: smaller particles, multiple phases, complex environments, large engineering systems

Catherine O’Sullivan, Professor of Particulate Soil Mechanics, Imperial College London, UK

11:20

Discussion in the form of Mock Trial:
Does particulate/pore mechanics really help enhance constitutive modelling and/or can directly be used in geotechnical engineering practice?

Team of judges, lawyers, and witnesses 

Dr Nick O’Riordan, Arup Group, UK

Dr George Marketos, COWI, UK

Dr Angeliki Grammatikopoulou, Geotechnical Consulting Group, UK

Prof Angelo Amorosi, Università Roma ‘La Sapienza’, Italy

Dr Matteo Ciantia, University of Dundee, UK

Dr Arianna Pagano, University of Glasgow, UK

12:10

Géotechnique Paper Poster Session
           (Papers not published ‘Open Access’ are free to download until 10/11/2023)

1.      Fernando E. Garcia - Influence of depositional fabric on mechanical properties of naturally deposited sands (2022)  

2.      Matteo Ciantia - Grading evolution and critical state in a discrete numerical model of Fontainebleau sand (2019)

3.      Simona Guglielmi - Analysis of the micro to macro response of clays to compression (2022) 

4.      Arianna Gea Pagano - Exploring the micromechanics of non-active clays by way of virtual DEM experiments (2020) 

5.      Vincenzo Nardelli - The experimental contact behaviour of natural sands: normal and tangential loading (2019) 

6.      Budi Zhao - An Investigation of the Single Sand Particle Fracture using X-ray Micro-tomography (2015) 

7.      Kateryna Oliynyk - A generalised Newmark method with displacement hardening for the prediction of seismically induced permanent deformations of diaphragm walls (2022) 

8.      Sadegh Nadimi - A micro finite-element model for soil behaviour: Experimental evaluation for sand under triaxial compression (2020)

9.      Yanhao Zheng - Pore changes in an illitic clay during one-dimensional compression (2022) 

10.   Laura Gonzalez-Blanco - A multi-scale insight into gas transport in a deep Cenozoic clay (2022) 

 

12:30Lunch - held in the Great Hall of One Great George Street

 

Session 2

Bio-assisted geotechnics: effective strategy in a Net Zero Carbon World?

13:30

Introductory lecture: a multidisciplinary perspective  
Synergies between Plant Sciences and Geotechnical Engineering

Glyn Bengough, Emeritus Professor of Biosystems Engineering, University of Dundee

13:55

Géotechnique research: cherish the past and look forward to the future:

Biogeotechnics: a catalyst for innovation toward more sustainable practices

Jason DeJong, Professor of Civil and Environmental Engineering, University of California, Davis, USA.

14:20

Discussion in the form of Mock Trial:
Can we really design with biological materials that are unpredictable, degradable, and climate-sensitive?

Team of judges, lawyers, and witnesses 

Prof Stephan Jefferis, Environmental Geotechnics Ltd, UK

Dr Riccardo Scarfone, Geotechnical Consulting Group, UK

Dr Grainne El Mountassir, University of Strathclyde, UK

Prof Tiina Roose, University of Southampton, UK

Dr Katerina Tsiampousi, Imperial College London, UK

Prof Enrique Romero, UPC Universitat Politècnica de Catalunya, Spain

15:10

Géotechnique Paper Poster Session
           (Papers not published ‘Open Access’ are free to download until 10/11/2023)

11.      Roberta Dainese - Measurement of plant xylem water pressure using the high-capacity tensiometer and implications for the modelling of soil–atmosphere interaction (2021) 

12.      Alejandro Martinez - Bio-inspired geotechnical engineering: principles, current work, opportunities and challenges (2022)  

13.      Davide Boldrin - Hydro-mechanical reinforcement of contrasting woody species: a full-scale investigation of a field slope (2021)  

14.      Barbara Świtała - Experimental validation of a coupled hydro-mechanical model for vegetated soil (2018) 

15.      Xingyu Zhang - Centrifuge modelling of root-soil interaction of laterally loaded trees under different loading conditions (2022)  

16.      Ming-Juan Cui - Comparison of soil improvement methods using crude soybean enzyme, bacterial enzyme or bacteria-induced carbonate precipitation (2022)  

17.      Francesca Sollecito - Effects of bio-chemo-mechanical processes on the properties of contaminated marine sediments (2022)  

18.      Yuze Wang - A microfluidic chip and its use in characterising the particle-scale behaviour of microbial-induced calcium carbonate precipitation (MICP) (2019)  

19.      Ning-Jun Jiang - The applicability of microbially induced calcite precipitation (MICP) for internal erosion control in gravel–sand mixtures (2017)   

20.    Kangda Wang - Stress–strain behaviour of bio-desaturated sand under undrained monotonic and cyclic loading (2021) 

  

 

15:30Coffee break - held in the Great Hall of One Great George Street

 

Session 3

Artificial Intelligence in geotechnics: virtual dream or practical reality?

16:00

Introductory lecture: a multidisciplinary perspective  
Data centric engineering in the age of machine learning and AI

Darren Wilkinson, Professor, Professor of Statistics, Department of Mathematical Sciences, University of Durham, UK

16:25

Géotechnique research: cherish the past and look forward to the future

Artificial Intelligence in geotechnics: current challenges and future opportunities in research and industry

António Gomes Correia, University of Minho, Guimarães, Portugal

16:50

Discussion in the form of Mock Trial:
Can artificial intelligence help unravel underlying physical mechanisms and/or effectively underpin observational method?

Team of judges, lawyers, and witnesses 

Daniele Fornelli, Geotechnical Observations, UK

Dr Indrasenan (Thushy) Thusyanthan, Gavin & Doherty Geosolutions Ltd., UK

Dr Darren Russell, Mott MacDonald, UK

Prof Tejas G Murthy, Indian Institute of Science Bangalore, India

Prof Brian Sheil, University of Cambridge, UK

Dr Roisin Buckley, University of Glasgow, UK

17:40

Géotechnique Paper Poster Session
           (Papers not published ‘Open Access’ are free to download until 10/11/2023)

21.      Zhuang Cheng - A machine learning-based strategy for experimentally estimating force chains of granular materials using X-ray micro-tomography (2023)  

22.      Pin Zhang - A physics-informed data-driven approach for consolidation analysis (2022)  

23.      Te Xiao - Predicting spatio-temporal man-made slope failures induced by rainfall in Hong Kong using machine learning technique (2022)  

24.      Mengmeng Wu - On the tracking of shelly carbonate sands using deep learning (2022)  

25.      Jin-Jian Xu - Automatic soil desiccation crack recognition using deep learning (2022)  

26.      Tengyuan Zhao - Statistical interpretation of soil property profiles from sparse data using Bayesian compressive sampling (2017)  

27.      Chang Tang - State space model of undrained triaxial test data for Bayesian identification of constitutive model parameters (2022)  

28.      Thomas Vergote - Modelling creep and swelling after unloading under constant load and relaxation with Bayesian updating (2022)  

29.      Nezam Bozorgzadeh - Hierarchical Bayesian modelling of geotechnical data: application to rock strength (2019) 

30.    Chao Shi - Data-driven spatio-temporal analysis of consolidation for rapid reclamation (2023) 

 

18:00Closure

 

2023 GEOTECHNICAL SOCIETY DINNER

18:45Welcome and drinks reception in the Brunel Room
19:30Dinner - held in the Smeaton Room 
22:30Close

Award-winning papers

Each year, we celebrate the best work published in our journals at the ICE Publishing Awards and make them free for you to read. We award authors from both industry and academia who have produced work judged by their peers to be of exceptional quality and benefit to the civil engineering, construction, and materials science community. Each paper is free to view for one year as part of our commitment to furthering knowledge and best practice.

Award shown is Geotechnical Research Medal unless otherwise stated

Year awardedPaper title
2025Effects of solid fraction of saturated granular flows on overflow and landing mechanisms of rigid barriers (Telford Gold Medal)
2025Destabilisation of seawall ground by ocean waves (Real World Impact)
2025Upper-bound solutions for inclined capacity of suction caissons in a trenched seabed (David Hislop Award (best offshore project)
2025Insight into contact forces in crushable sand using experiments and predictive particle-scale modelling
2024Coupled THM analysis of a full-scale test for high-level nuclear waste and spent fuel disposal under actual repository conditions during 18 years of operation (Non-UK project - Mokshagundam Visvesvaraya Prize)
2024Control of screw pile installation to optimise performance for offshore energy applications (Telford Gold Medal)
2024Characterisation of soil deformation over wide strain ranges in triaxial test with high-precision stereophotogrammetry
2023Field measurements and numerical analysis of vibroflotation of sand (Telford Gold Medal)
2022Hydro-mechanical reinforcement of contrasting woody species: a full-scale investigation of a field slope
2021Adhesion-force micro-scale study of desiccating granular material
2020The experimental contact behaviour of natural sands: normal and tangential loading
2019Effects of pile shape and pile end condition on the lateral response of displacement piles in soft clay
2018Physical modelling of freezing and thawing of unsaturated soils
2017The use of kinematic hardening models for predicting tunnelling-induced ground movements in London Clay
2016A simple equation for obtaining finite strain solutions from small strain analyses of tunnels with very large convergences
2015Experimental study of cone penetration in silica sand using digital image correlation
2014Compacted soil behaviour: initial state, structure and constitutive modelling
2013Simple approach to predict ground displacements caused by tunnelling in undrained anisotropic elastic soil
2012Investigation of the potential of bottom water jetting to ease spudcan extraction in soft clay
2011Discrete element simulations of direct shear specimen scale effects
2010Thermo-hydraulic characterisation of soft rock by means of heating pulse tests
2009Gas flow through clay barriers
2008Characteristics of the London Clay from the Terminal 5 site at Heathrow Airport
2007Some observations on the effects of time on the capacity of piles driven in sand
2006The concept of stored plastic work or frozen elastic energy in soil mechanics
2005Friction fatigue on displacement piles in sand
2003Porosity of fluid saturated porous media from measured seismic wave velocities
2002Piled raft foundations: design and applications
2001Clay-interface shear resistance
2000Ground deformations and stress redistribution due to a reduction in volume of zones of soil at depth
1999Finite element analysis of the Nerlerk underwater berm failures
1998Settlement of piled foundations
1997Deformation of water-saturated sand: II. Effect of pore water flow and shear banding
1996The Heathrow Express trial tunnel
1995Biological impact on sediment processes in the coastal zone
1994Developments in geotechnical engineering research: applications to tunnels and deep excavations
1993The formulation of virgin compression of soils
1992Settlements of shallow foundations on sand
1991Reinforced earth trial structure for Dewsbury ring road
1990Field studies of an instrumented model pile in clay
1989Analysis of the cone pressuremeter test in clay
sustainable

This title is aligned with our sustainable structures and infrastructures goal

We recognise the transformative power of sustainable engineering, design and building practices in creating a world where our planet and its inhabitants can thrive.

SDG 3 Good health & well-being
SDG 6 Clean water & sanitation
SDG 7 Affordable & clean energy
SDG 9 Industry, innovation & infrastructure
SDG 11 Sustainable cities & communities
SDG 12 Responsible consumption & production
SDG 13 Climate action
Find out about our sustainable structures and infrastructures goal