Response of Metro Tunnels to Adjacent Diaphragm Wall Construction in Shenzhen Granite Residual Soil

Author:

Ou Xue-feng1ORCID,Zhang Xue-min2ORCID,Feng Han3ORCID,Zhang Cong4,Wang Shu-ying5,Zhou Xian-shun6,Wang Zi-xin7

Affiliation:

1. Lecturer, National Engineering Laboratory of Highway Maintenance Technology, Changsha Univ. of Science & Technology, Changsha 410114, Hunan, China. ORCID: .

2. Professor, School of Civil Engineering, Central South Univ., Changsha 410018, Hunan, China. ORCID: .

3. Lecturer, School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao Univ., Shijiazhuang 050048, Hebei, China (corresponding author). ORCID: .

4. Associate Professor, School of Civil Engineering, Central South Univ. of Forestry and Technology, Changsha 410004, Hunan, China.

5. Professor, School of Civil Engineering, Central South Univ., Changsha 410018, Hunan, China.

6. Doctoral Candidate, School of Civil Engineering, Central South Univ., Changsha 410018, Hunan, China.

7. Engineer, Engineering Management Dept., Wuhan Metro Bridge and Tunnel Management Co., Ltd., Wuhan 430030, Hubei, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference46 articles.

1. Numerical analysis of the installation effect of diaphragm walls in saturated soft clay

2. Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils

3. Construction induced movements of in situ wall;Clough G. W.;Geotech. Spec. Publ.,1990

4. CS (Chinese Standard). 2012. Technical specification for retaining and protection of building foundation excavations. JGJ 120-2012. Beijing: China Architecture & Building Press.

5. Geological difficulties and countermeasures for socket diaphragm walls in weathered granite in Shenzhen, China

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