One-dimensional Consolidation
One-Dimensional Consolidation is a theoretical model in geotechnical engineering that describes the time-dependent compression of saturated soil layers under applied loading, where water expulsion and stress transfer occur exclusively in the vertical direction, distinguishing it from multi-axial consolidation theories by assuming lateral strain confinement.
380
Publications
18.4K
Citations
795
Authors
344
Institutions
Publications per year
2017–2026
122
Variants
1D Consolidation
380
1–5 of 380
795
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344

Zhejiang University
Hangzhou, China
22 h-index
89 publications
3.7K citations

Shanghai University
Shanghai, China
12 h-index
36 publications
1.6K citations
Shanghai University of Engineering Science
Shanghai, China
10 h-index
24 publications
829 citations
Guangxi University
Nanning, China
10 h-index
26 publications
893 citations

Shanghai Jiao Tong University
Shanghai, China
8 h-index
13 publications
497 citations

Western University
London, Canada
7 h-index
11 publications
343 citations

Indian Institute of Science Bangalore
Bengaluru, India
7 h-index
13 publications
1.1K citations

Hong Kong Polytechnic University
Hong Kong, Hong Kong
7 h-index
12 publications
493 citations
1–8 of 344
34 publications · 3.3K citations
25
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31 publications · 1.5K citations
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31 publications · 1.5K citations
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IJOG · 31 publications · 926 citations
20
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25 publications · 2K citations
19
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