Influencing Factors of Interfacial Behavior between Geogrid and Coal Gangue

Author:

Fan Xiangxi12,Gao Pengfei34,Liu Weichao34ORCID,Meng Lingxiao25,Xu Yingdong25,Zheng Hong6

Affiliation:

1. China University of Mining and Technology (Beijing), Beijing 100083, China

2. China State Construction Engineering Corporation Limited, Beijing 100029, China

3. State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang 050043, China

4. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China

5. China Construction Infrastructure Corporation Limited, Beijing 100000, China

6. BOSTD Geosynthetics Qingdao Ltd., Qingdao 266000, China

Abstract

Coal gangue is a type of solid waste that is generated in the process of coal mining and washing. This concept can be effectively used in reinforced engineering fillings. The influences of shear rates and geogrid transverse ribs were studied using a large indoor direct shear test. The test results showed that the relationship between shear stress and shear displacement of geogrid-coal gangue is nonlinear, and the shear process is accompanied by the crushing of coal gangue particles. The addition of geogrid significantly improved the shear stress and interfacial quasi-cohesion of geogrid-coal gangue, whereas the interfacial quasi-friction angle remained almost unaffected. When normal stress was greater than 25 kPa, the shear stress gradually increased as the shear rate was increased from 1 to 5 mm/s. With an increasing shear rate, the interfacial quasi-friction angle increased, whereas the interfacial quasi-cohesion decreased. The interfacial shear stress, interfacial adhesion, and interfacial friction angle decreased with the number of geogrid ribs; the contribution of the middle transverse rib to the interfacial shear strength was smaller than that of the transverse rib at the far end in the shearing direction.

Funder

China State Construction Engineering Corporation

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Reference19 articles.

1. Study on strength and deformation characteristics of coal gangue subgrade filling;J. Wu;Journal of Railway Science and Engineering,2021

2. Study of coal gangue composite reinforced retaining wall embankment slope by using site tests;G. L. Yang;Journal of Railway Science and Engineering,2017

3. Experimental study on shear strength parameters and shear stiffness behavior of soil-geogrid interface;J. F. Zhang;Journal of Yangtze River Scientific Research Institute,2014

4. Cyclic and post-cyclic shear behavior of sand-geogrid interface under different shear rates;F. Y. Liu;Chinese Journal of Rock Mechanics and Engineering,2016

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