Characteristics of Earth Pressure and Soil Displacement Surrounding Deep Underground Structures
The utilization of great, deep, underground space (50 m below ground surface) is becoming increasingly important; thus, it becomes very necessary to study the pressure and deformation for the great, deep, underground structures. In this paper, a series of finite element analysis was adopted to simulate the construction process of new pneumatic caisson and diaphragm wall for the great, deep, underground structure. Based on the numerical results, the distributions of earth pressure and soil displacements surrounding the deep underground structures were studied. Compared to the shallow underground structures, the characteristics of earth pressure surrounding the deep underground structures were analyzed.
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Supplemental Notes:
- © 2014 American Society of Civil Engineers.
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Jia, Jian-Wei
- Peng, Fang-Le
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Conference:
- Geo-Shanghai 2014
- Location: Shanghai , China
- Date: 2014-5-26 to 2014-5-28
- Publication Date: 2014-5
Language
- English
Media Info
- Media Type: Web
- Pagination: pp 134-142
- Monograph Title: Tunneling and Underground Construction
Subject/Index Terms
- TRT Terms: Deformation; Earth pressure; Mineral dislocations; Tunneling; Underground construction; Underground structures
- Subject Areas: Bridges and other structures; Construction; Geotechnology; Highways; I54: Construction of Tunnels;
Filing Info
- Accession Number: 01529171
- Record Type: Publication
- ISBN: 9780784413449
- Files: TRIS, ASCE
- Created Date: Jun 27 2014 5:02PM