Top Cited

1
Discussion on Slope Stability Analysis Method
Zhang Ming, Wang Dafeng, Hu Ronghua
2017, 31(3): 153-159,163. doi: 10.3969/j.issn.1007-2993.2017.03.010
2
Application of Three Constitutive Models of Soil Based on Midas GTS NX
Chi Hengtian, Wu Zhenyu, Liu Xiaozhi
2020, 34(3): 143-149. doi: 10.3969/j.issn.1007-2993.2020.03.005
3
Application of BIM Technology in Geotechnical Engineering-Taking the Foundation Pit Engineering of Wuhan Asian Hospital as an Example
Liu Xu, Liu Zhihao, Lei Zhijuan
2016, 30(2): 85-88. doi: 10.3969/j.issn.1007-2993.2016.02.007
4
A Study on the Feasibility of BIM Application in Ground Investigation
Dai Yiming, Ren Yu
2016, 30(1): 6-11. doi: 10.3969/j.issn.1007-2993.2016.01.002
5
Key Technical Issues and Engineering Practices in Project Construction of Loess Deep Filled Foundation
Zhang Wei, Zhang Jiwen, Yu Yongtang
2016, 30(1): 12-19,38. doi: 10.3969/j.issn.1007-2993.2016.01.003
6
3D Laser Scanning Technology and BIM Technology in Ancient Building Protection Surveying and Mapping
Ma Hongyu, Zhao Xin
2019, 33(4): 222-225. doi: 10.3969/j.issn.1007-2993.2019.04.008
7
Common Engineering Problems and Treatment Methods for Backfilling Soil in Foundation Trench
Wang Yingjun, Huang Changqian
2019, 33(2): 84-88. doi: 10.3969/j.issn.1007-2993.2019.02.006
8
Experimental Study on Treatment of Deep Soft Soil by Preloading Combined With Vacuum
He Changming, Li Jun
2019, 33(2): 115-120. doi: 10.3969/j.issn.1007-2993.2019.02.013
9
Numerical Simulation of Ground Collapse Caused by Pipeline Leakage in Shanghai
Fu Dong, Cai Jiantao, Zhang Hai
2018, 32(4): 189-193,198. doi: 10.3969/j.issn.1007-2993.2018.04.006
10
Combined Application of Multiform Retaining Structures in Deep Foundation Pits
Wei Renjie
2017, 31(6): 306-310. doi: 10.3969/j.issn.1007-2993.2017.06.009
11
Geotechnical Investigation Field Data Collection System Based on Tablet PC
Liu Wenbin, Guo Zhongze, Yan Degang
2016, 30(2): 63-65,99. doi: 10.3969/j.issn.1007-2993.2016.02.002
12
Research on Design of Retaining Structure System for Foundation Pit Adjacent to Building
Wang Duli, Kuang Jian, Shen Yupeng
2017, 31(4): 173-179. doi: 10.3969/j.issn.1007-2993.2017.04.004
13
Current Research and Prospect on Physical and Mechanical Properties of Red Clay in China
Deng Shaoyun
2020, 34(1): 43-47. doi: 10.3969/j.issn.1007-2993.2020.01.009
14
Analysis on Protection Mechanism and Comparison on Protection Methods for Expansive Soil Slope
Ding Guoquan, Yuan Junping
2018, 32(2): 83-87. doi: 10.3969/j.issn.1007-2993.2018.02.007
15
Study on Surface Subsidence Law and Control Measures in Large Section Rectangular Pipe Jacking Method in Complex Environment
Zhu Jian, Li Zhenyong, Zhang Long
2017, 31(1): 49-54. doi: 10.3969/j.issn.1007-2993.2017.01.012
16
Design and Evaluation of Deep Foundation Pit Supporting Adjacent to the Building
Li Lingfeng, Liu Huancun, Wei Haitao
2019, 33(3): 154-157,172. doi: 10.3969/j.issn.1007-2993.2019.03.007
17
Effects of Surface Subsidence in Excavation of Metro Crossing Passage Tunnel by Shield Machine
Sun Longfei, Chen Zhenlei, Li Jiancheng
2019, 33(4): 197-201,213. doi: 10.3969/j.issn.1007-2993.2019.04.003
18
Analysis and Study of Deformation of Foundation Pit Excavation in Soft Soil Considering Time-space Effect
Chen Tao, Song Jing, Zhai Chao
2019, 33(3): 149-153,187. doi: 10.3969/j.issn.1007-2993.2019.03.006
19
The Improvement of Spencer Method on Slope Stability Analysis
Liu Xiujun
2016, 30(4): 186-188. doi: 10.3969/j.issn.1007-2993.2016.04.006
20
Practice andAnalysis of Large Area and Irregular Deep Excavation Supporting Design in Soft Soil Area
Liu Hezhai, Zhou Yuan, You Bo
2018, 32(4): 212-217. doi: 10.3969/j.issn.1007-2993.2018.04.011
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