Effect of Freeze–Thaw on the Stability of a Cutting Slope in a High-Latitude and Low-Altitude Permafrost Region

• Published in: Applied System Innovation
• Main Authors: Yuxia Zhao, Liqun Wang, Han Li
• Format: Article in Journal/Newspaper
• Language: English
• Published: MDPI AG 2020
• Subjects: high-latitude and low-altitude permafrost; compressive strength; coupled heat–moisture–stress; strength reduction method; slope safety factor; Technology; T; Applied mathematics. Quantitative methods; T57-57.97; permafrost
• Online Access: https://doi.org/10.3390/asi3030036; https://doaj.org/article/b8091bd0803c49459dc49978efc4b750

In order to study the influence of freeze–thaw cycles on the stability of cutting slopes in high-latitude and low-altitude permafrost regions, we selected a cutting slope (the K105+700–800 section of National Highway 332) in the Elunchun Autonomous Banner in Inner Mongolia as the research object. Located in the Greater Xing’an Mountains, the permafrost in the Elunchun Autonomous Banner is a high-latitude and low-altitude permafrost. The area is also dominated by island-shaped permafrost, which increases the difficulty of dealing with cutting slopes, due to its morphological complexity. Surface collapse, caused by freeze–thaw erosion in this area, is the main reason for the instability of the cutting slope. Indoor freeze–thaw tests, field monitoring, and an ABAQUS numerical simulation model were conducted so as to quantify the decrease in rock strength and slope stability under freeze–thaw conditions. The following conclusions were drawn. (1) As the number of freeze–thaw cycles increased, the compressive strength of the rock specimens obtained from this slope gradually decreased. After 50 freeze–thaw cycles, the uniaxial compressive strength measured by the test decreased from 40 MPa to 12 MPa, a decrease of 37%. The elastic modulus value was reduced by 47%. (2) The safety factor of the slope—calculated by the strength reduction method under the dynamic analysis of coupled heat, moisture, and stress—gradually decreased. After 50 freeze–thaw cycles, the safety factor of the slope was only 0.74. (3) Reasonably reducing the number of freeze–thaw cycles, reducing the water content of the slope, slowing down the slope, and increasing the number of grading steps can effectively improve the stability of the slope. The results of this study can provide a reference for the design and stability analysis of slopes in permafrost regions of the Greater Xing’an Mountains.