Development of a New in-situ Interface Shear Box Test Apparatus and Its Applications

References

[1] Barla G, Barla M, Martinotti M E. Development of a New Direct Shear Testing Apparatus. Rock Mechanics and Rock Engineering, 2010, 43(1): 117-122.

[2] Chen X B, Zhang J S, Xiao Y J, . Effect of Roughness on Shear Behavior of Red Clay—Concrete Interface in Large-Scale Direct Shear Tests. Canadian Geotechnical Journal, 2015, 52(8): 1122-1135.

[3] Comino E, Druetta A. In situ Shear Tests of Soil Samples with Grass Roots in Alpine Environment. American Journal of Environmental Sciences, 2009, 5(4): 475-486.

[4] de Guzman E M B, Stafford D, Alfaro M C, . Large-Scale Direct Shear Testing of Compacted Frozen Soil under Freezing and Thawing Conditions. Cold Regions Science and Technology, 2018, 151: 138-147.

[5] di Donna A, Ferrari A, Laloui L. Experimental Investigations of the Soil-Concrete Interface: Physical Mechanisms, Cyclic Mobilization, and Behaviour at Different Temperatures. Canadian Geotechnical Journal, 2016, 53(4): 659-672.

[6] Frost J D, Han J. Behavior of Interfaces between Fiber-Reinforced Polymers and Sands. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(8): 633-640.

[7] Gabet E J, Edelman R, Langner H. Hydrological Controls on Chemical Weathering Rates at the Soil-Bedrock Interface. Geology, 2006, 34(12): 1065

[8] Ilori A O, Udoh N E, Umenge J I. Determination of Soil Shear Properties on a Soil to Concrete Interface Using a Direct Shear Box Apparatus. International Journal of Geo-Engineering, 2017, 8 1 17

[9] Keramati M, Shahedifar M, Aminfar M H, . Evaluation the Shear Strength Behavior of Aged MSW Using Large Scale in Situ Direct Shear Test, a Case of Tabriz Landfill. International Journal of Civil Engineering, 2020, 18 7 717-733.

[10] Oyanguren P R, Nicieza C G, Fernández M I Á, . Stability Analysis of Llerin Rockfill Dam: An in situ Direct Shear Test. Engineering Geology, 2008, 100(3/4): 120-130.

[11] Qi S W, Zheng B W, Wu F Q, . A New Dynamic Direct Shear Testing Device on Rock Joints. Rock Mechanics and Rock Engineering, 2020, 53(10): 4787-4798.

[12] Saberi M, Annan C D, Konrad J M. On the Mechanics and Modeling of Interfaces between Granular Soils and Structural Materials. Archives of Civil and Mechanical Engineering, 2018, 18(4): 1562-1579.

[13] Shen Y J, Wang Y Z, Yang Y, . Influence of Surface Roughness and Hydrophilicity on Bonding Strength of Concrete-Rock Interface. Construction and Building Materials, 2019, 213: 156-166.

[14] Wang Y, Wang W, Huang J Q, . Effect of Corrosion on Soil-Structure Interfacial Shearing Property and Bearing Capacity of Steel Foundation in Submarine Soil Environment. Computers and Geotechnics, 2023, 156 105269

[15] Xu L, Coop M R. Influence of Structure on the Behavior of a Saturated Clayey Loess. Canadian Geotechnical Journal, 2016, 53(6): 1026-1037.

[16] Xu L, Gao C, Wei X. Anisotropic Behaviour of a Saturated Clayey Loess. Géotechnique Letters, 2019, 9(1): 28-34.

[17] Yang X Y, Wang Y C, Sun Z J. The Shearing Anisotropy Characteristics on the Interface of Loess with Bedrock. Bulletin of Engineering Geology and the Environment, 2020, 79(10): 5205-5212.

[18] Zekkos D, Athanasopoulos G A, Bray J D, . Large-Scale Direct Shear Testing of Municipal Solid Waste. Waste Management, 2010, 30(8/9): 1544-1555.

[19] Zhu Y B, Miao S S, Li H F, . An Empirical Shear Model of Interface between the Loess and Hipparion Red Clay in a Loess Landslide. Frontiers in Earth Science, 2022, 9 806832

[20] Zou Z X, Zhang Q, Xiong C R, . In situ Shear Test for Revealing the Mechanical Properties of the Gravelly Slip Zone Soil. Sensors, 2020, 20 22 6531