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- Title
不同影响因素对库岸边坡 稳定性的影响研究.
- Authors
赵红梅
- Abstract
This paper takes a large-scale riverbank slope as the research object, through the indoor test to obtain the soil-water characteristic curve, permeability coefficient curve and shear strength parameters of the slope soil, with the help of Geo -studio software to simulate the change of the stability coefficient of the riverbank slope under different working conditions, and explore the influence of different influencing factors on the stability of the reservoir bank slope. The results show that the higher the fine-grained content of the soil body, the lower the stability, when the finegrained content is 100%, the slope is unstable; rainfall superimposed on the water level plunge conditions of the slope stability coefficient are smaller than the stability coefficient of the water level plunge conditions only, and the riverbank slope is in a basically stable state in the two types of working conditions.
- Publication
Water Conservancy Science & Techonlogy & Economy, 2024, Vol 30, Issue 4, p54
- ISSN
1006-7175
- Publication type
Article
- DOI
10.3969/j.issn.1006-7175.2024.04.011