1 AIT Asian Institute of Technology

A numerical analysis of diaphragm wall movement at The Thi-Nghe pumping station excavation

AuthorNguyen Tien Dat
Call NumberAIT RSPR no.PME-GEM-09-04
Subject(s)Excavation--Vietnam--Ho Chi Minh
Soils--Vietnam--Ho Chi Minh

NoteSubmitted in partial fulfillment of the requirements for the degree of Master Engineering (Professional) in Geotechnical Engineering and Management
PublisherAsian Institute of Technology
Series Statement
AbstractApplying advanced numerical analysis is necessary in deep excavations to ensure successful execution and prevent problems of damage to the adjacent structures/facilities due to excessive movement. Numerical modeling of deep excavations using Finite Element Method (FEM) of analysis has become increasingly popular and is a powerful analytical tool. In this research, soil parameters are determined through back-analyzing the performance of a case study in Hochiminh city based on observed data. Analysis is performed by Finite Element program PLAXIS version 8 utilizing the conventional Mohr-Coulomb model for soil behavior. After that, sensitive analysis on factors affecting is carried out. The following is presented: 1) Review of empirical and numerical prediction methods for deep excavation supported by the diaphragm wall; 2) Back-analysis of a case study from Hochiminh city; 3) Study of the effect of soil stiffness, soil strength, pre-stressing support, and the un-drained behaviour on the performance of the diaphragm wall.
Year2010
Corresponding Series Added Entry
TypeResearch Study Project Report (RSPR)
SchoolSchool of Engineering and Technology (SET)
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSGeotechnical Engineering and Management (Master Engineering (Professional)) (PME - GEM)
Chairperson(s)Noppadol Phien-wej
Examination Committee(s)Pham Huy Giao;Hwang, Sang Gi
Scholarship Donor(s)Hydraulic Engineering Consultant Corp. 2;Partial Scholarship
DegreeResearch Studies Project Report (M. Eng.) - Asian Institute of Technology, 2009


Usage Metrics
View Detail0
Read PDF0
Download PDF0