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Numerical simulation of the stability of added lime expansive soils embankment

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成果类型:
期刊论文、会议论文
作者:
You, Qiyong*
通讯作者:
You, Qiyong
作者机构:
[You, Qiyong] Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Hubei, Peoples R China.
通讯机构:
[You, Qiyong] W
Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Hubei, Peoples R China.
语种:
英文
关键词:
Expansive soils embankment;Numerical simulation;Stability
期刊:
Advanced Materials Research
ISSN:
1022-6680
年:
2014
卷:
838-841
页码:
821-824
会议名称:
2nd Global Conference on Civil, Structural and Environmental Engineering (GCCSEE 2013)
会议论文集名称:
Advanced Materials Research
会议时间:
SEP 28-29, 2013
会议地点:
Shenzhen, PEOPLES R CHINA
会议主办单位:
Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Hubei, Peoples R China.
会议赞助商:
Liaoning Tech Univ
主编:
Zhang, X Zhang, B Jiang, L Xie, M
出版地:
LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
出版者:
TRANS TECH PUBLICATIONS LTD
ISBN:
978-3-03785-926-1
机构署名:
本校为第一且通讯机构
院系归属:
土木工程与建筑学院
摘要:
The main reason of expansive soil embankment slope landslide is the infiltration of rainwater. Analyzing engineering characteristics and failure mechanism of expansive soil embankment slope, considering the force of expansion under the infiltration of rainwater, and choosing the appropriate constitutive model, simulate expansive soil embankment slope under humidification state. According different conditions of the expansive soil and different depth of infiltration, and simplifying the swelling force, establish a simple and reasonable model of ...

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