标题:Silt Embankment Reinforced by Sleeve Valve Barrel Fracturing Grouting
作者:Zhu, Dengyuan; Zhang, Qingtao
通讯作者:Zhu, D
作者机构:[Zhu, Dengyuan; Zhang, Qingtao] Shandong Univ, Sch Civil Engn, Jinan 250061, Peoples R China.
会议名称:2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012)
会议日期:MAY 25-27, 2012
来源:SUSTAINABLE ENVIRONMENT AND TRANSPORTATION, PTS 1-4
出版年:2012
卷:178-181
页码:1209-1212
DOI:10.4028/www.scientific.net/AMM.178-181.1209
关键词:sleeve valve barrel fracturing grouting; silt embankment; stability; attenuation; finite element method
摘要:Abaqus finite element method and experimental study are carried out to research the silt embankment reinforced by sleeve valve barrel fracturing grouting method. Numerical model is determined based on the construction methods and mechanism, the calculation parameters are determined by experimental research. The displacement, force, and plastic are analyzed through comparative analysis of safety factor of attenuated embankment before and after reinforcement. The results show that the Reinforcement effect of sleeve valve barrel fracturing grouting method to stability attenuated roadbed is remarkable.
收录类别:CPCI-S;EI;SCOPUS
WOS核心被引频次:1
Scopus被引频次:1
资源类型:会议论文;期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84861740387&doi=10.4028%2fwww.scientific.net%2fAMM.178-181.1209&partnerID=40&md5=12ca56a56f795ffba9932b3f789ab9f7
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