Displacement of subway tunnels induced by above foundation pit reinforcement

Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology

Volumn 41, Issue 2, 2009, Pages 141-144

  Liu, Tao ^a,b   Liu, Guo Bin ^a   Shi, Shi Yong ^a  

^a TONGJI UNIVERSITY   (China)

^b OCEAN UNIVERSITY OF CHINA   (China)

Author keywords

Control method; Displacement; Foundation pit reinforcement; Subway tunnel

Indexed keywords

CONTROL METHOD; DEEP MIXING PILES; DISPLACEMENT; DRIVEN PILES; EMPIRICAL ANALYSIS; EQUIVALENT STIFFNESS; FOUNDATION PIT REINFORCEMENT; MEASURED DATUM; PILE-GROUP EFFECTS; RELATIVE LOCATIONS; SAFE OPERATIONS; SHELTERING EFFECTS; SUBWAY TUNNEL; VERTICAL DISPLACEMENTS; WINKLER MODELS;

FOUNDATIONS; PILES; RAILROADS; REINFORCEMENT; TUNNELING (EXCAVATION); UNDERPASSES;

TUNNELS;

EID: 64749083822     PISSN: 03676234     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. SAGASETA C, WHITTLE A J. Prediction of Ground Movements due to pile driving in clay[J]. Journal of Geotechnical and Geoenvironmental Engineering. 2001, 127(1): 55-66.
2. Mabsout Mounir E, Reese Lymon C, Tassoulas John L. Study of pile driving by finite-element method[J]. Journal of Geotechnical Engineering. 1995, 121, (7): 535-543.