Undrained end bearing capacity of an improved soil berm in an excavation

10.3208/sandf.48.433

Saved in:

Bibliographic Details
Main Authors:	Zhang, YD, Tan, TS, Leung, CF
Other Authors:	CIVIL AND ENVIRONMENTAL ENGINEERING
Format:	Article
Language:	English
Published:	JAPANESE GEOTECHNICAL SOC 2021
Subjects:	Science & Technology Technology Physical Sciences Engineering, Geological Geosciences, Multidisciplinary Engineering Geology bearing capacity excavation finite element improved berm upper bound (IGC : E6/H2) DEEP EXCAVATION STABILITY PREDICTION
Online Access:	https://scholarbank.nus.edu.sg/handle/10635/211096
Tags:	Add Tag No Tags, Be the first to tag this record!
Institution:	National University of Singapore
Language:	English

id	sg-nus-scholar.10635-211096
record_format	dspace
spelling	sg-nus-scholar.10635-2110962024-11-12T18:19:30Z Undrained end bearing capacity of an improved soil berm in an excavation Zhang, YD Tan, TS Leung, CF CIVIL AND ENVIRONMENTAL ENGINEERING Prof Chun Fai Leung Science & Technology Technology Physical Sciences Engineering, Geological Geosciences, Multidisciplinary Engineering Geology bearing capacity excavation finite element improved berm upper bound (IGC : E6/H2) DEEP EXCAVATION STABILITY PREDICTION 10.3208/sandf.48.433 SOILS AND FOUNDATIONS 48 3 433-445 SOIFB 2021-12-20T05:31:28Z 2021-12-20T05:31:28Z 2008-06-01 2021-12-19T04:08:29Z Article Zhang, YD, Tan, TS, Leung, CF (2008-06-01). Undrained end bearing capacity of an improved soil berm in an excavation. SOILS AND FOUNDATIONS 48 (3) : 433-445. ScholarBank@NUS Repository. https://doi.org/10.3208/sandf.48.433 00380806 https://scholarbank.nus.edu.sg/handle/10635/211096 000258745000010 en JAPANESE GEOTECHNICAL SOC Elements
institution	National University of Singapore
building	NUS Library
continent	Asia
country	Singapore Singapore
content_provider	NUS Library
collection	ScholarBank@NUS
language	English
topic	Science & Technology Technology Physical Sciences Engineering, Geological Geosciences, Multidisciplinary Engineering Geology bearing capacity excavation finite element improved berm upper bound (IGC : E6/H2) DEEP EXCAVATION STABILITY PREDICTION
spellingShingle	Science & Technology Technology Physical Sciences Engineering, Geological Geosciences, Multidisciplinary Engineering Geology bearing capacity excavation finite element improved berm upper bound (IGC : E6/H2) DEEP EXCAVATION STABILITY PREDICTION Zhang, YD Tan, TS Leung, CF Undrained end bearing capacity of an improved soil berm in an excavation
description	10.3208/sandf.48.433
author2	CIVIL AND ENVIRONMENTAL ENGINEERING
author_facet	CIVIL AND ENVIRONMENTAL ENGINEERING Zhang, YD Tan, TS Leung, CF
format	Article
author	Zhang, YD Tan, TS Leung, CF
author_sort	Zhang, YD
title	Undrained end bearing capacity of an improved soil berm in an excavation
title_short	Undrained end bearing capacity of an improved soil berm in an excavation
title_full	Undrained end bearing capacity of an improved soil berm in an excavation
title_fullStr	Undrained end bearing capacity of an improved soil berm in an excavation
title_full_unstemmed	Undrained end bearing capacity of an improved soil berm in an excavation
title_sort	undrained end bearing capacity of an improved soil berm in an excavation
publisher	JAPANESE GEOTECHNICAL SOC
publishDate	2021
url	https://scholarbank.nus.edu.sg/handle/10635/211096
_version_	1821231341448986624

Undrained end bearing capacity of an improved soil berm in an excavation

Similar Items