Strength Deterioration Mechanism of Interface between Soil–Rock Mixture and Concrete with Different Degrees of Roughness under Freeze–Thaw Cycles

Author:

Tang Liyun1,Li Yiheng2,Yu Yongtang3,Jin Long4,Gao Zhigang1,Wu Di1,Sun Qiang5,Jia Hailiang1,Luo Tao6ORCID

Affiliation:

1. School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China.

2. School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China (corresponding author).

3. China United Northwest Institute for Engineering Design & Research Co., Ltd., Xi’an 710076, China.

4. CCCC First Highway Consultants Co., Ltd., Xi’an 710004, China.

5. College of Geology and Environment, Xi’an University of Science and Technology, Xi’an 710054, China.

6. Key Laboratory of Safety and Durability of Concrete Structures of Shaanxi, Xijing Univ., Xi’an 710123, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference51 articles.

1. Studying the effect of roughness on soil-geotextile interaction in direct shear test;Abi M. R.;J. Eng. Geol.,2019

2. Interface Behavior from Suction-Controlled Direct Shear Test on Completely Decomposed Granitic Soil and Steel Surfaces

3. Influence of Matric Suction and Counterface Roughness on Shearing Behavior of Completely Decomposed Granitic Soil and Steel Interface

4. Experimental research on mechanical characteristics of cohesive soil-structure interface by considering its roughness;Chen J.;J. Sichuan Univ. (Eng. Sci. Ed.),2015

5. Chen J. S. Li F. Meng and H. Min. 2011. “Experimental study of mechanical properties of interface between pile and macadam soil in accumulative landslide in three gorges reservoir area.” Chin. J. Rock Mech. Eng. 30 (S1): 2888–2895.

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