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.
-
Editor-in-Chief
-
Lidija
Zdravkovic
Imperial College London - United Kingdom
-
Lidija
Zdravkovic
-
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
-
Ioannis
Anastasopoulos
-
Associate Editors
-
Teresa
Bodas Freitas
Instituto Superior Técnico, ULisboa - Portugal
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Benjamin
Cerfontaine
University of Southampton - United Kingdom
-
Anne-Catherine
Dieudonné
Delft University of Technology - The Netherlands
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Grainne
El Mountassir
University of Strathclyde - United Kingdom
-
Gaetano
Elia
DICATECh - Politecnico di Bari - Italy
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Gustav
Grimstad
Norwegian University of Science and Technology - Norway
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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
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Giuseppe
Pedone
University of Trento - Italy
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Jubert
Pineda
The University of Newcastle - Australia
-
Irene
Rocchi
Technical University of Denmark
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Mohamed
Rouainia
Newcastle University - UK
-
Joel
Smethurst
University of Southampton - UK
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Anna Ramon
Tarragona
Universitat Politecnica de Catalunya (UPC) & CIMNE - Spain
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Zhen-Yu
YIN
The Hong Kong Polytechnic University - P.R. China
-
Teresa
Bodas Freitas
-
Publisher
-
Ben
Ramster
Emerald Publishing - UK
[email protected]
-
Ben
Ramster
-
Journal Editorial Office (For queries related to pre-acceptance)
-
Dhanashree
Bhingarde
Emerald Publishing - India
[email protected]
-
Dhanashree
Bhingarde
-
Supplier Project Manager (For queries related to post-acceptance)
-
Vatsal
Savla
Emerald Publishing - India
[email protected]
-
Vatsal
Savla
Citation metrics
14.0
CiteScore 2025
14.0
CiteScore 2025
12.0
CiteScore Tracker 2026
(updated monthly)
12.0
CiteScore Tracker 2026
(updated monthly)
5.2
2024 Impact Factor
5.2
2024 Impact Factor
5.9
5-year Impact Factor (2024)
5.9
5-year Impact Factor (2024)
Publication timeline
Time to first decision
98
days
Time to first decision
98
days
Acceptance to publication
83
days
Acceptance to publication
83
days
Acceptance rate
17
%
Acceptance rate
17
%
Indexing and metrics content displayed here
Calls for papers
Géotechnique Special Issue - Time-dependent soil behaviour in multi-coupled problems: fundamentals and applications
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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...
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...
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...
The world's premier geotechnics journal, publishing since 1948.
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
Who 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.
| year | Author | Lecture | Volume |
|---|---|---|---|
| 2024 | L. Zdravkovic | Geotechnical Engineering for a Sustainable Society | |
| 2023 | J.P. Carter | Constitutive Modelling in Computational Geomechanics | Volume 74, No. 13 |
| 2022 | S.A. Jefferis | The Unusual and the Unexpected in Geotechnical Engineering: Observation – Analogy – Experiment | |
| 2019 | G. Gazetas | Benefits of Unconventional Seismic Foundation Design | Volume 76, No. 1, 2026 |
| 2018 | Nick O'Riordan | Dynamic soil-structure interaction - understanding the Holocene, instrumenting the Anthropocene | - |
| 2017 | Eduardo Alonso | Triggering and motion of landslides | Volume 71, No. 1, pp. 3-59 |
| 2016 | Richard Jardine | Geotechnics and energy | Vol 70, No. 1, pp. 1-59 |
| 2015 | Suzanne Lacasse | Hazard, rick and reliability in geotechnical practice | - |
| 2014 | Guy Houlsby | Interactions in offshore foundation design | Vol. 66, No. 10, pp. 791-825 |
| 2013 | M. Jamiolkowski | Soil Mechanics and the observational method: Challenges at the Zelazny Most copper tailings disposal facility | Vol. 64, No. 8, pp. 590-619 |
| 2012 | M. D. Bolton | Performance-based design in geotechnical engineering | - |
| 2011 | S.W. Sloan | Geotechnical Stability Analysis | Vol 63, No. 7, pp. 531 |
| 2010 | C. Clayton | Stiffness at small strain - research and practice | Vol. 61, No. 1, pp. 5-37 |
| 2009 | T. O'Rourke | Geohazards & Large Geographically Distributed Systems | Vol. 60, No. 7, pp 505-543 |
| 2008 | J. A. Charles | The engineering behaviour of fill materials: the use, misuse and disuse of case histories | Vol. 58, No. 7, pp 541-570 |
| 2007 | A. Gens | Soil-environment interactions in geotechnical engineering | Vol 60, No 1, pp 3-74 |
| 2006 | R.J. Mair | Tunnelling and geotechnics - new horizons | Vol 58No 9pp 695-736 |
| 2005 | R.K. Rowe | Long-term performance of contaminant barrier systems | Vol. 55No. 9pp 631-678 |
| 2004 | N.N. Ambraseys | Engineering, seismology and soil mechanics | Not published |
| 2003 | M.F. Randolph | Science and empiricism in pile foundation design | Vol. 53No. 10pp 847-874 |
| 2002 | D.M. Potts | Numerical analysis: a virtual dream or practical reality? | Vol. 53No. 6pp 535-572 (2003) |
| 2001 | H. Brandl | Energy foundations and other thermo-active ground structures | Vol. 56No. 2pp 81-122 (2006) |
| 2000 | J.H Atkinson | Non-linear soil stiffness in routine design | Vol. 50No. 5pp 487-507 |
| 1999 | S. Leroueil | Natural slopes and cuts: movement and failure mechanisms | Vol. 51No. 3pp 197-243 (2001) |
| 1998 | D.W. Hight | Soil characterisation: the importance of structure and anisotropy | Not published |
| 1997 | G.E. Blight | Interactions between the atmosphere and the Earth | Vol. 47No. 4pp 715-766 |
| 1996 | S.F. Brown | Soil mechanics in pavement engineering | Vol. 46No. 3pp 383-425 |
| 1995 | R.E. Goodman | Block theory and its application | Vol. 45No. 3pp 383-422 |
| 1994 | P.R. Vaughan | Assumption, prediction and reality in geotechnical engineering | Vol. 44No. 4pp 573-608 |
| 1993 | K. Ishihara | Liquefaction and flow failure during earthquakes | Vol. 43No. 3pp 351-414 |
| 1992 | B. Simpson | Retaining structures: displacement and design | Vol. 42No. 4pp 541-576 |
| 1991 | J.K Mitchell | Conduction phenomena: from theory to geotechnical practice | Vol. 41No. 3pp 299-339 |
| 1990 | J.B. Burland | On the compressibility and shear strength of natural clays | Vol. 40No. 3pp 329-378 |
| 1989 | H.G. Poulos | Pile behaviour - theory and application | Vol. 39No. 3pp 365-415 |
| 1988 | H.B. Sutherland | Uplift resistance in soils | Vol. 38No. 4pp 493-515 |
| 1987 | R.F. Scott | Failure | Vol. 37No. 4pp 423-466 |
| 1986 | A.D.M. Penman | On the embankment dam | Vol. 36No. 3pp 303-347 |
| 1985 | N. Janbu | Soil models in offshore engineering | Vol. 35No. 3pp 241-280 |
| 1984 | C.P. Wroth | The interpretation of in situ soil tests | Vol. 34No. 4pp 449-488 |
| 1983 | E. Hoek | Strength of jointed rock masses | Vol. 33No. 3pp 187-222 |
| 1982 | D.J. Henkel | Geology, geomorphology and geotechnics | Vol. 32No. 3pp 175-194 |
| 1981 | N.R. Morgenstern | Geotechnical engineering and frontier resource development | Vol. 31No. 3pp 305-365 |
| 1980 | A.N. Schofield | Cambridge geotechnical centrifuge operations | Vol. 30No. 3pp 227-267 |
| 1979 | H. Bolton Seed | Considerations in the earthquake-resistant design of earth and rockfill dams | Vol. 29No. 3pp 215-262 |
| 1978 | W.H. Ward | Ground supports for tunnels in weak rocks | Vol. 28No. 2pp 135-170 |
| 1977 | V.F.B. de Mello | Reflections on design decisions of practical significance to embankment dams | Vol. 27No. 3pp 281-354 |
| 1976 | A.C. Meigh | The Triassic rocks, with particular reference to predicted and observed performance of some major foundations | Vol. 26No. 3pp 393-451 |
| 1975 | J. Kerisel | Old structures in relation to soil conditions | Vol. 25No. 3pp 433-482 |
| 1974 | R.E. Gibson | The analytical method in soil mechanics | Vol. 24No. 2pp 115-139 |
| 1973 | T.W. Lambe | Predictions in soil engineering | Vol. 23No. 2pp 151-201 |
| 1972 | P.W. Rowe | The relevance of soil fabric to site investigation practice | Vol. 22No. 2pp 195-300 |
| 1971 | J.C. Jaeger | Friction of rocks and stability of rock slopes | Vol. 21No. 2pp 97-134 |
| 1970 | K.H. Roscoe | The influence of strains in soil mechanics | Vol. 20No. 2pp 129-170; |
| 1969 | R.B. Peck | Advantages and limitations of the observational method in applied soil mechanics | Vol. 19No. 2pp 171-187 |
| 1968 | R. Glossop | The rise of geotechnology and its influence on engineering practice | Vol. 18No. 2pp 107-150 |
| 1967 | L. Bjerrum | Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings | Vol. 17No. 2pp 83-117 |
| 1966 | A.W. Bishop | The strength of soils as engineering materials | Vol. 16No. 2pp 91-128 |
| 1965 | N.M. Newmark | Effects of earthquakes on dams and embankments | Vol. 15No. 2pp 139-159 |
| 1964 | A.W. Skempton | Long-term stability of clay slopes | Vol. 14No. 2pp 77-101 |
| 1963 | A. Mayer | Recent work in rock mechanics | Vol. 13No. 2pp 99-118 |
| 1962 | L.F. Cooling | Field measurements in soil mechanics | Vol. 12No. 2pp 77-103 |
| 1961 | A. Casagrande | Control of seepage through foundations and abutments of dams | Vol. 11No. 3pp 161-181 |
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
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.