Undrained Bearing Capacity of Two Strip Footings on a Spatially Variable Soil with Linearly Increasing Mean Strength
Author(s): |
Shuang Shu
(Doctoral Candidate, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.)
Yufeng Gao (Professor, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).) Yongxin Wu (Professor, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.) Zhitao Ye (Doctoral Candidate, Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.) |
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Medium: | journal article |
Language(s): | English |
Published in: | International Journal of Geomechanics, February 2021, n. 2, v. 21 |
Page(s): | 06020037 |
DOI: | 10.1061/(asce)gm.1943-5622.0001904 |
- About this
data sheet - Reference-ID
10606592 - Published on:
08/05/2021 - Last updated on:
08/05/2021