Behavior of diaphragm wall during excavation process using top down method in bangkok subsoil

The simple linear elastic-perfectly plastic model with soil parameters su, Eu and ν of undrained condition is usually applied to predict the displacement of constructed diaphragm wall DW

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6 (&) 2549 ISBN 974- - -

BEHAVIOR OF DIAPHRAGM WALL DURING EXCAVATION PROCESS USING TOP-DOWN METHOD

PROCESS USING TOP-DOWN METHOD IN BANGKOK SUBSOIL

Field of Study Civil Engineering

Thesis Advisor Associate Professor Wanchai Teparaksa, Ph.D

Accepted by the Faculty of Engineering, Chulalongkorn University in Partial Fulfillment of the Requirements for the Doctor’s Degree

……… Dean of the Faculty of Engineering (Professor Direk Lavansiri, Ph.D.)

THESIS COMMITTEE

……… Chairman (Associate Professor Boonsom Lerthiranwong, Ph.D.)

……….…… Thesis Advisor (Associate Professor Wanchai Teparaksa, Ph.D.)

……… Thesis Co-Advisor (Professor Mitachi Toshiyuki, D.Eng.)


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NGHIA TRONG LE : THESIS TITLE BEHAVIOR OF DIAPHRAGM WALL DURING EXCAVATION PROCESS USING TOP- DOWN METHOD IN BANGKOK SUBSOIL THESIS ADVISOR : WANCHAI TEPARAKSA, THESIS CO-ADVISOR... class="page_container" data-page="2">

BEHAVIOR OF DIAPHRAGM WALL DURING EXCAVATION PROCESS USING TOP- DOWN METHOD