The geosynthetic reinforcement layer techniques have been widely used nowadays in the foundations and embankments. During the course of the design of the geosynthetic reinforcement layer
the confirmation of the stress diffusion angle is very important
but no good methods to calculate the stress diffusion angle. This paper presents the method of calculating the stress diffusion angle of geosynthetic reinforcement layer based on additional stress back-analysis; and then using this method
researching the setup parameters of geosynthetic reinforcement layer ( the thickness of geosynthetic reinforcement layer
the composite modulus of compressibility of geosynthetic reinforcement layer) and geosynthetic factors (such as reinforcing space
reinforcing width
total numbers of geosynthetic reinforcement layer etc.)on the distribution rule of the stress diffusion angle; the results indicate that the range of the stress diffusion angle is 45-60 º; further more the setup parameters of geosynthetic reinforcement layer and geosynthetic factors existing optimum values
corresponding on these values
the stress diffusion angle reaches the max. Finally
using orthogonal tests and regression methods
many effect factors on the stress diffusion angle are analyzed
the results indicate reinforcing space has a most effect on the stress diffusion angle of the geosynthetic reinforcement layer
secondly the embedded depth of the first geosynthetic
however
reinforcing width has a slight effect on the stress diffusion angle.
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Related Author
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
XIE Jiang-wei
TENG Han-qing
ABI ERDI
Related Institution
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
School of River & Ocean Engineering, Chongqing Jiaotong University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences