| 考虑水库岸坡特征的滑坡稳定性计算修正传递系数法 |
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| 引用本文： | 苏培东,严磊,邱鹏,梁宇,汪意凌. 考虑水库岸坡特征的滑坡稳定性计算修正传递系数法[J]. 中国地质灾害与防治学报, 2023, 34(1): 40-48. DOI: 10.16031/j.cnki.issn.1003-8035.202111034 |
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| 作者姓名： | 苏培东 严磊 邱鹏 梁宇 汪意凌 |
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| 作者单位： | 1.西南石油大学地球科学与技术学院， 四川 成都 610500 |
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| 基金项目： | 四川省科技厅应用基础研究项目（19YYJC1060）；云南省建设投资控股集团科技项目（2019DJR010） |
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| 摘 要： | 随着低碳能源的推行，大量水电站的兴建引发了大量库岸滑坡问题。库岸滑坡与普通滑坡有着显著区别，但在实际工程的稳定性计算过程中，工程人员常将二者归为一体，采用同样的思路和方法进行研究。为了更好地治理库岸滑坡，根据库岸自身的特点，在长期野外地质调查和室内文献调研的基础上，提出按结构面特征、坡体位置和滑体物质成分进行库岸斜坡分区的原则；针对库岸滑坡的特点，推导了被牵引段有推力+后缘拉裂面有剪力、被牵引段不存在推力+后缘拉裂面有剪力、被牵引段不存在推力+后缘拉裂面无剪力三种情况的水库岸坡滑坡稳定性计算公式；结合工程实例，验证基于水库岸坡特征滑坡稳定性计算修正传递系数法的正确性。
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| 关 键 词： | 库岸滑坡 分区原则 计算方法 牵引式滑坡 |
| 收稿时间： | 2021-11-25 |
Improved transfer coefficient method for landslide stability evaluation based on reservoir bank slope characteristics |
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| Affiliation: | 1.School of Geoscience and Technology, Southwest Petroleum University, Chengdu, Sichuan 610500, China2.Chengdu Engineering Corporation Limited, Power China, Chengdu ，Sichuan 611130, China |
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| Abstract: | With the implementation of low-carbon energy, the construction of a large number of hydropower stations has caused a large number of reservoir bank landslides. Reservoir bank landslides are significantly different from ordinary landslides, but in the process of actual engineering stability calculations, engineers still confuse the two and use the same ideas and methods for research. In order to better control the reservoir bank slope instability, according to the characteristics of the reservoir bank slope, and long-term field geological survey and indoor literature research, this paper puts forward the principle of reservoir bank slope zoning according to the structural surface characteristics, slope position and landslide material composition. According to the characteristics of reservoir bank landslide, the stability calculation formulas of traction landslide is derived in three cases: the traction section has thrust + the trailing edge tensile fracture surface has shear force, the traction section does not have thrust + the trailing edge tensile fracture surface has shear force, and the traction section does not have thrust + the trailing edge tensile fracture surface has no shear force. Combined with engineering examples, the improved transfer coefficient method for landslide stability evaluation based on reservoir bank slope characteristics is verified. |
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