What is the role of tensile cracks in cohesive slopes?

• Published in: Journal of Rock Mechanics and Geotechnical Engineering Vol. 11; no. 2; pp. 314 - 324
• Main Authors: Tang, Liansheng, Zhao, Zhanlun, Luo, Zhengui, Sun, Yinlei
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.04.2019; Guangdong Provincial Key Laboratory of Mineral Resources and Geological Processes, Sun Yat-sen University, Guangzhou, 510275, China%School of Earth Sciences and Engineering, Sun Yat-sen University, Guangzhou, 510275, China; School of Earth Sciences and Engineering, Sun Yat-sen University, Guangzhou, 510275, China; Elsevier
• Subjects: Landslide; Limit equilibrium method (LEM); Stability analysis; Tensile cracks; Tensile-shear coupling failure surface; Limit equilibrium method (LEM); Landslide; Stability analysis; Tensile-shear coupling failure surface; Tensile cracks
• ISSN: 1674-7755
• DOI: 10.1016/j.jrmge.2018.09.007

The traditional limit equilibrium method (LEM) is often used to search for the failure surface with a minimum safety factor of slope. In this method, the failure surface is considered as a shear surface, irrespective of its form. However, tensile cracks are frequently found at the outcrops of landslides. In this study, three sets of tests on small-scale landslides with different inclination angles were conducted. The test results demonstrated that tensile cracks could arise in the slope sliding process and the failure surface is composed of both a shear and a tensile fracture surface. Based on the test results, we used the improved LEM, and replaced the traditional shear failure surface by a tensile-shear coupling one, thus new tensile failure modes for slope stability analysis can be established. The safety factors of slope in different failure modes were compared, which show that when considering soil tensile failure and tensile strength less than a certain value (e.g. 15 kPa, 44 kPa and 55 kPa for linear, circular and logarithmic spiral failure surfaces, respectively), the safety factors of slope with three different failure surfaces are less than the one that did not consider the tensile failure. The most critical failure surfaces of the slope may be composed of shear and tensile damages because the tensile strength of the soil cannot be generally greater than its cohesion.