Three-dimensional deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case history

Canadian Geotechnical Journal

Volumn 37, Issue 2, 2000, Pages 438-448

  Ou, C Y ^a   Shiau, B Y ^a   Wang, I W ^a  

^a NATIONAL TAIWAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

Author keywords

Deep excavation; Deformation; Three Dimensional finite element method; TNEC case history

Indexed keywords

DEFORMATION; FINITE ELEMENT METHOD; NUMERICAL ANALYSIS; NUMERICAL METHODS; SETTLEMENT OF STRUCTURES; SOIL MECHANICS; STRAIN; STRAIN GAGES; WALLS (STRUCTURAL PARTITIONS);

DEEP EXCAVATION; THREE DIMENSIONAL DEFORMATION BEHAVIOR;

EXCAVATION;

DIAPHRAGM WALL; EXCAVATION; FINITE ELEMENT METHOD; SOIL-STRUCTURE INTERACTION;

EID: 0034173733     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-018     Document Type: Article

References (16)

1. Allowable settlement of structures
2. Deformation analysis for braced excavation in clay
3. Construction-induced movements of in situ walls
4. Nonlinear analysis of stress and strain in soils
5. Effect of corners in strutted excavations: Field observations and case histories
6. Creep effects on deformation of deep excavation
7. Infinite element in quasi-static materially nonlinear problems
8. Finite element analysis of deep excavation in layered sandy and clayey soil deposits
9. Analysis of the corner effect on excavation behaviors
10. Characteristics of consolidation and strength of Taipei silty clay
11. Characteristics of ground surface settlement during excavation
12. Three-dimensional finite element analysis of deep excavations
13. Analysis of deep excavation with column type of ground improvement in soft clay
14. Performance of diaphragm wall constructed using top-down method
15. Geotechnical characteristics of soils in Taipei basin
16. Investigation of shear wave velocity in Taiwan area using down hole test