|
||||||||
|
|
| 2016, Vol. 53(6): 55-66 DOI: | ||
| Simplified Solution for Tunnelling-Induced Pile Foundation Deformation Based on the Kerr Foundation Model | ||
| (1 Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Land and Resources, Fuzhou 350002; 2 School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093; 3 State Key Laboratory of Building Safety and Environment, China Academy of Building Research, Beijing 100013; 4 State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059) | ||
| Received null Revised null | ||
| Supporting info | ||
|
