| 某滑坡滑体土蠕变特性及长期强度研究 |
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| 引用本文： | 王体俊,王大群.某滑坡滑体土蠕变特性及长期强度研究[J].路基工程,2021,0(5):70-74. |
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| 作者姓名： | 王体俊 王大群 |
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| 作者单位： | 中交第二公路勘察设计研究院有限公司，武汉 430056 |
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| 摘 要： | 通过对西南地区雅砻江库区某滑坡的滑体土开展大型三轴蠕变试验，研究了其在不同围压和应力水平下的蠕变规律，并采用等时曲线法确定了长期强度。结果表明:滑体土的变形主要由三部分构成:瞬时变形、衰减变形和等速变形，前两者分别占总应变的55.0 %和30.0 %以上。滑体土的长期蠕变造成了其抗剪强度持续降低，与常规强度相比，长期黏聚力下降约19.4 %，长期内摩擦角下降约23.7 %。滑体土的蠕变特性对水库滑坡的变形具有重要影响。
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| 关 键 词： | 滑体土 三轴试验 蠕变 等时曲线法 长期强度 |
| 收稿时间： | 2021-03-29 |
Study on Creep Characteristics and Long-term Strength of Sliding-body Soil of a Landslide |
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| Abstract: | Through a large-scale triaxial creep test on the sliding-body soil of a landslide of Yalongjiang reservoir area in Southwest China, the creep law under different confining pressure and stress levels was studied, and the long-term strength was determined by the isochronous curve method. The results show that the deformation of sliding soil is mainly composed of three parts: instantaneous deformation, attenuation deformation and constant velocity deformation. The former two account for 55.0 % and 30.0 % of the total strain respectively. The long-term creep of sliding-body soil caused a continuous decrease of its shear strength. Compared with the conventional strength, the long-term cohesion decreased by about 19.4 %, and the long-term internal friction angle decreased by about 23.7 %. The creep characteristics of sliding-body soil have an important influence on the deformation of reservoir landslides. |
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