Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation
| Author(s): |
Linlong Mu
(Associate Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China; Visiting Scholar, Dep)
Wei Chen (Master Student, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Master Student, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China.) Maosong Huang (Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China.) Qi Lu (Engineer, General Manager’s Office, Hangzhou Qianjiang New City Construction Development Co., Ltd., No. 18 Ningdong Rd., Hangzhou 310000, China.) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | International Journal of Geomechanics, April 2020, n. 4, v. 20 |
| Page(s): | 04020026 |
| DOI: | 10.1061/(asce)gm.1943-5622.0001627 |
- About this
data sheet - Reference-ID
10606323 - Published on:
08/05/2021 - Last updated on:
08/05/2021
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