Inverse Analysis of Geotechnical Parameters on Improved Soft Bangkok ClaySource: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007Author:Dennes T. Bergado
,
Apollo S. Enriques
,
Casan L. Sampaco
,
Marolo C. Alfaro,
,
A. S. Balasubramaniam
DOI: 10.1061/(ASCE)0733-9410(1992)118:7(1012)Publisher: American Society of Civil Engineers
Abstract: Deformation, strength, and flow parameters were determined by inverse analyses on geotechnical data obtained from two full‐scale test embankments constructed on improved soft Bangkok clay. One site was improved with prefabricated vertical drains (PVD), and an adjacent site was improved with compacted granular piles (CGP). In the PVD site, the ratio of
|
Collections
Show full item record
contributor author | Dennes T. Bergado | |
contributor author | Apollo S. Enriques | |
contributor author | Casan L. Sampaco | |
contributor author | Marolo C. Alfaro, | |
contributor author | A. S. Balasubramaniam | |
date accessioned | 2017-05-08T20:36:34Z | |
date available | 2017-05-08T20:36:34Z | |
date copyright | July 1992 | |
date issued | 1992 | |
identifier other | %28asce%290733-9410%281992%29118%3A7%281012%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21080 | |
description abstract | Deformation, strength, and flow parameters were determined by inverse analyses on geotechnical data obtained from two full‐scale test embankments constructed on improved soft Bangkok clay. One site was improved with prefabricated vertical drains (PVD), and an adjacent site was improved with compacted granular piles (CGP). In the PVD site, the ratio of | |
publisher | American Society of Civil Engineers | |
title | Inverse Analysis of Geotechnical Parameters on Improved Soft Bangkok Clay | |
type | Journal Paper | |
journal volume | 118 | |
journal issue | 7 | |
journal title | Journal of Geotechnical Engineering | |
identifier doi | 10.1061/(ASCE)0733-9410(1992)118:7(1012) | |
tree | Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007 | |
contenttype | Fulltext |