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摘要:
Soil reinforcement is a recent and special field of soil improvement.It covers a range of techniques,which consists of placing inclusions in soil.The most conferences devoted partly or totally the behavior of foundation on reinforced subgrade without regarding the basic characteristics of the reinforced soil.So,the paper presents an experimental investigation into the mechanical and compressibility properties of the reinforced silty clay samples by jute cloth at intermediate depth.The effects of the reinforcement on shear stress and shear failure were studied;also,the presence of the reinforcement on behavior of consolidation process was distinctly described.The laboratory tests were supported by the finite element analysis to identify only the consolidation process and explained the effect of the reinforcement on the effective vertical stress and pore water pressure.The results indicated that the presence of such reinforcement has a considerable effect in increasing the shear strength of the reinforced samples and decreasing the compressibility especially decreasing the soil movement also,relieving both the effective and pore water pressure.
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篇名 Geotechnical Characterization of Silty Clay Reinforced with Jute Cloth as Waster Product
来源期刊 土木工程与建筑:英文版 学科 工学
关键词 Soil reinforcement JUTE CLOTH SHEAR stress SHEAR parameters COMPRESSIBILITY silty clay and SETTLEMENT
年,卷(期) 2019,(12) 所属期刊栏目
研究方向 页码范围 793-804
页数 12页 分类号 TG1
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研究主题发展历程
节点文献
Soil
reinforcement
JUTE
CLOTH
SHEAR
stress
SHEAR
parameters
COMPRESSIBILITY
silty
clay
and
SETTLEMENT
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
土木工程与建筑:英文版
月刊
1934-7359
武汉洪山区卓刀泉北路金桥花园C座4楼
出版文献量(篇)
1394
总下载数(次)
3
总被引数(次)
0
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