Axial Load Response
Axial Load Response is a geotechnical engineering construct that characterizes the behavior of a deep foundation element under vertically applied compressive or tensile forces, distinguishing itself by describing the nonlinear relationship between applied axial load and resulting displacement at the pile head.
1.4K
Publications
58.5K
Citations
3.4K
Authors
1.1K
Institutions
Publications per year
2017–2026
410
Parents
1.4K
1–5 of 1.4K
3.4K
13
h-index
13
h-index
10
h-index
8
h-index
7
h-index
1–5 of 3.4K
1.1K

Harbin Institute of Technology
Harbin, China
17 h-index
52 publications
2.7K citations
Tsinghua University
Beijing, China
15 h-index
37 publications
1.9K citations
Purdue University West Lafayette
West Lafayette, United States
15 h-index
43 publications
2.3K citations

Beijing University of Technology
Beijing, China
14 h-index
50 publications
1.4K citations
Dalian University of Technology
Dalian, China
14 h-index
32 publications
1.9K citations

Chongqing University
Chongqing, China
13 h-index
33 publications
1.1K citations
Tongji University
Shanghai, China
13 h-index
38 publications
1.6K citations
University of Illinois Urbana-Champaign
Urbana, United States
13 h-index
22 publications
666 citations
1–8 of 1.1K
102 publications · 5.6K citations
42
h-index
74 publications · 3.7K citations
36
h-index
37 publications · 2.6K citations
29
h-index
JCSR · 35 publications · 2.2K citations
23
h-index
21 publications · 1.1K citations
18
h-index
1–5