Pullout Characteristics and Damage Softening Model of the Geogrid-Soil Interface

被引:1
|
作者
Liang, Xiaoyong [1 ,2 ,3 ]
Jin, Jing [2 ,3 ,4 ]
Yang, Guangqing [4 ,5 ]
Wang, Xizhao [2 ]
Zhou, Yitao [3 ]
机构
[1] Shijiazhuang Tiedao Univ, Sch Traff & Transportat, Shijiazhuang 050043, Peoples R China
[2] Hebei Univ Sci & Technol, Sch Civil Engn, Shijiazhuang 050018, Hebei, Peoples R China
[3] Hebei Univ Water Resources & Elect Engn, Hebei Key Lab Geotech Engn Safety & Deformat Contr, Cangzhou 061001, Peoples R China
[4] Shijiazhuang Tiedao Univ, State Key Lab Mech Behav & Syst Safety Traff Engn, Shijiazhuang 050043, Hebei, Peoples R China
[5] Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Hebei, Peoples R China
关键词
TRANSVERSE MEMBERS; BEHAVIOR; REINFORCEMENT; STRENGTH;
D O I
10.1155/2022/8047519
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The mechanical properties of geogrid-soil interface is very important in design and stability analysis of reinforced soil structure. In order to study the complicated mechanism of geogrid-soil interface, a series of pullout tests of HDPE uniaxial tensile geogrids with the different transverse ribs spacing is used to investigate the interaction characteristics in the laboratory. The test results show that pullout force and displacement curves are characterized as strain softening; compared with the no-reinforced case, the case reinforced with geogrid has larger cohesion and lower friction angles. The ductility of soil is enhanced due to geogrid reinforcement. Based on the basic control equations of the interface and damage theory, trilinear shear stress-displacement damage softening model is proposed to describe the strain-softening characteristics of geogrid-soil interface. Analytical solutions of interface tension, shear stress, and displacement at different stages are derived considering strain softening based on damage, and the development of shear stress and progressive failure mode of the geogrid-soil interface at different pullout stages is revealed. Furthermore, the proposed model is verified by experimental results.
引用
收藏
页数:12
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