Foundation Under Lateral Loading
Foundation Under Lateral Loading is a structural engineering construct that characterizes the behavior and performance of bridge foundation systems subjected to horizontal forces, distinguished by its focus on the interaction between soil resistance and foundation elements under transverse loading conditions.
236
Publications
12.7K
Citations
568
Authors
272
Institutions
Publications per year
2017–2026
97
Parents
236
The response of flexible piles to lateral loading
Mark Randolph · Géotechnique · 1981 · 625 citations
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The University of Western Australia
Perth, Australia
12 h-index
31 publications
1.2K citations
Tongji University
Shanghai, China
9 h-index
32 publications
900 citations

Delft University of Technology
Delft, The Netherlands
7 h-index
15 publications
555 citations

Southeast University
Nanjing, China
7 h-index
20 publications
536 citations
Case Western Reserve University
Cleveland, United States
7 h-index
19 publications
668 citations

Zhejiang University
Hangzhou, China
7 h-index
20 publications
982 citations
The University of Texas at Austin
Austin, United States
5 h-index
5 publications
2.1K citations
Virginia Tech
Blacksburg, United States
4 h-index
6 publications
221 citations
1–8 of 272
30 publications · 1.9K citations
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16 publications · 602 citations
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13 publications · 544 citations
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11 publications · 342 citations
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11 publications · 1.4K citations
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