Prediction of settlement in Bangkok ground due to tunnel excavation

Geotechnical Special Publication

Volumn , Issue 90, 1999, Pages 1070-1079

  Wannipa, Tiew ^a   Supot, Teachavorasinskun ^a  

^a CHULALONGKORN UNIVERSITY   (Thailand)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; COMPUTER SIMULATION; COMPUTER SOFTWARE; ELASTIC MODULI; FINITE ELEMENT METHOD; STIFFNESS; STRESS RELAXATION; STRESSES;

MODIFIED CAM CLAY; SOFTWARE PACKAGE CRISP;

TUNNELING (EXCAVATION);

EID: 0032660121     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (5)

1. Britto, A.M. and Gunn, M.I. (1987):"Critical State of Soil mechanics Via Finite Elements,Ellis Horwood Limited, London.
2. Li, Y. G. (1975):"Stress-Strain Behavior and Strength Characteristics of Soft Nong Ngoo Hao Clay Under Extension Condition", Master Thesis, Asian Institute of Technology, Bangkok, Thailand.
3. 0-Consolidated Triaxial Extension Behavior of Soft Nong Ngoo Hao Clay," Master Thesis, Asian Institute of Technology, Bangkok, Thailand.
4. th Int. Conf. on Computer Methods and Advances in Geomechanics,Wuhan,China,November 1997.
5. Thongyot, T. (1996):"Ground Movement Associated with 11-km Water Transmission Bored Tunnels in Bangkok Subsoils," Master Thesis, Asian Institute of Technology, Bangkok, Thailand.