Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies
if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the
same subfield and year (this is the minimum needed to enter the top 1%, not the average
within it), or reaches the top citation threshold in at least one of its specific research
topics.
The limiting pressure on a circular pile loaded laterally in cohesive soil
1984508 citationsG. T. Houlsby et al.Géotechniqueprofile →
Response of stiff piles in sand to long-term cyclic lateral loading
2010480 citationsG. T. Houlsby, Byron W. Byrne et al.Géotechniqueprofile →
An analytical study of the cone penetration test in clay
1991354 citationsC. I. Teh, G. T. HoulsbyGéotechniqueprofile →
Peers — A (Enhanced Table)
Peers by citation overlap · career bar shows stage (early→late)
cites ·
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This map shows the geographic impact of G. T. Houlsby's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by G. T. Houlsby with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites G. T. Houlsby more than expected).
This network shows the impact of papers produced by G. T. Houlsby. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by G. T. Houlsby. The network helps show where G. T. Houlsby may publish in the future.
Co-authorship network of co-authors of G. T. Houlsby
This figure shows the co-authorship network connecting the top 25 collaborators of G. T. Houlsby.
A scholar is included among the top collaborators of G. T. Houlsby based on the total number of
citations received by their joint publications. Widths of edges
represent the number of papers authors have co-authored together.
Node borders
signify the number of papers an author published with G. T. Houlsby. G. T. Houlsby is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Kelly, Richard, Byron W. Byrne, G. T. Houlsby, & C. M. Martin. (2004). Tensile Loading of Model Caisson Foundations For Structures On Sand. Oxford University Research Archive (ORA) (University of Oxford).13 indexed citations
Houlsby, G. T. & Harvey J. Burd. (1999). Understanding the behaviour of unpaved roads on soft clay. Oxford University Research Archive (ORA) (University of Oxford).2 indexed citations
7.
Houlsby, G. T., et al.. (1994). HOW THE DILATANCY OF SOILS AFFECTS THEIR BEHAVIOUR. Oxford University Research Archive (ORA) (University of Oxford).73 indexed citations
Schnaid, Fernando & G. T. Houlsby. (1990). CALIBRATION CHAMBER TESTS OF THE CONE-PRESSUREMETER IN SAND . PRESSUREMETERS. PROCEEDINGS OF THE THIRD INTERNATIONAL SYMPOSIUM, ORGANISED BY THE BRITISH GEOTECHNICAL SOCIETY, OXFORD UNIVERSITY, APRIL 2-6, 1990.4 indexed citations
11.
Houlsby, G. T., et al.. (1990). FINITE ELEMENT ANALYSIS OF THE CONE-PRESSUREMETER TEST . PRESSUREMETERS. PROCEEDINGS OF THE THIRD INTERNATIONAL SYMPOSIUM, ORGANISED BY THE BRITISH GEOTECHNICAL SOCIETY, OXFORD UNIVERSITY, APRIL 2-6, 1990.1 indexed citations
12.
Houlsby, G. T.. (1989). INTRODUCTION TO PAPERS 14-19. PENETRATION TESTING IN THE UK. PROCEEDINGS OF THE GEOTECHNOLOGY CONFERENCE ORGANIZED BY THE INSTITUTION OF CIVIL ENGINEERS AND HELD IN BIRMINGHAM ON 6-8 JULY 1988.2 indexed citations
13.
Houlsby, G. T., et al.. (1989). A NEW APPROACH TO THE DESIGN OF UNPAVED ROADS--PART 1. 22(3).31 indexed citations
14.
Burd, Harvey J. & G. T. Houlsby. (1989). NUMERICAL MODELLING OF REINFORCED UNPAVED ROADS. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM HELD IN NIAGARA FALLS, CANADA, 8-11 MAY 1989.5 indexed citations
15.
Teh, C. I. & G. T. Houlsby. (1988). ANALYSIS OF THE CONE PENETRATION TEST BY THE STRAIN PATH METHOD. PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS, 11-15 APRIL 1988, INNSBRUCK, AUSTRIA. VOLUMES 1 - 3. Publication of: Balkema (AA).5 indexed citations
16.
Houlsby, G. T. & R A Jewell. (1988). ANALYSIS OF UNREINFORCED AND REINFORCED EMBANKMENTS ON SOFT CLAYS BY PLASTICITY THEORY. PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS, 11-15 APRIL 1988, INNSBRUCK, AUSTRIA. VOLUMES 1 - 3. Publication of: Balkema (AA).3 indexed citations
17.
Wroth, C. P. & G. T. Houlsby. (1985). SOIL MECHANICS - PROPERTY CHARACTERIZATION AND ANALYSIS PROCEDURES. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985. Publication of: Balkema (AA).29 indexed citations
Wroth, C. P. & G. T. Houlsby. (1984). Soil mechanics Property characterization and analysis procedures. OpenGrey (Institut de l'Information Scientifique et Technique).93 indexed citations
20.
Houlsby, G. T. & C. P. Wroth. (1982). Direct solution of plasticity problems in soils by the method of characteristics. OpenGrey (Institut de l'Information Scientifique et Technique). 83. 21192.24 indexed citations
Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive
bibliographic database. While OpenAlex provides broad and valuable coverage of the global
research landscape, it—like all bibliographic datasets—has inherent limitations. These include
incomplete records, variations in author disambiguation, differences in journal indexing, and
delays in data updates. As a result, some metrics and network relationships displayed in
Rankless may not fully capture the entirety of a scholar's output or impact.