Specifications
2 Shann Xi Province Institute of Water Resource and Electric Power Investigation and Design,
China
Corresponding author: Liu, H.-W. (lhw_heavy@163.com)
Source title: Applied Mechanics and Materials
Abbreviated source title: Appl. Mech. Mater.
Volume: 256-259
Issue: PART 1
Monograph title: Advances in Civil Engineering II
Issue date: 2013
Publication year: 2013
Pages: 383-387
Language: English
ISSN: 16609336
E-ISSN: 16627482
ISBN-13: 9783037855652
Document type: Conference article (CA)
Conference name: 2nd International Conference on Civil Engineering and Transportation,
ICCET 2012
Conference date: October 27, 2012 - October 28, 2012
Conference location: Guilin, China
Conference code: 95112
Publisher: Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670,
Germany
Abstract: The earth-rock cofferdam on deep overburden is the main study object. The
cofferdam filling and dam excavation process were numerical simulated using FEM code
ANSYS.Main research focused on stress and deformation characteristic of cofferdam and concrete
cutoff wall during completion and excavation process.Analysis showed that displacements of
cofferdam and cutoff wall distribute well in x, y, z directions with acceptable magnitude, stress
characteristic values are less than design standard. The results indicate that cofferdam and cutoff
wall are safe and stable both in construction and operation. © (2013) Trans Tech Publications,
Switzerland.
Number of references: 6
Main heading: Cofferdams
Controlled terms: Civil engineering - Deformation - Design - Excavation -
Finite element method
Uncontrolled terms: Concrete cutoff wall - Cutoff wall - Deep overburden -
Design standard - Earth-rock - Stress and deformation - Stress characteristics -
Z-directions
Classification code: 405.2 Construction Methods - 408 Structural Design - 409 Civil
Engineering, General - 421 Strength of Building Materials; Mechanical Properties - 422
Strength of Building Materials; Test Equipment and Methods - 921.6 Numerical Methods
DOI: 10.4028/www.scientific.net/AMM.256-259.383
Database: Compendex
Compilation and indexing terms, © 2013 Elsevier Inc.










