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某滑坡滑带土特征三轴压缩试验研究
引用本文:熊荣军,唐正涛,孙爱国.某滑坡滑带土特征三轴压缩试验研究[J].水运工程,2013(9):49-54.
作者姓名:熊荣军  唐正涛  孙爱国
作者单位:长江航道规划设计研究院,湖北 武汉 430070;长江航道规划设计研究院,湖北 武汉 430070;长江航道规划设计研究院,湖北 武汉 430070
摘    要:通过巴东地区某滑坡滑带土的天然含水率与密度试验、土粒比重试验、颗粒分析试验、界限含水率试验、击实试验以及不同剪切速率的滑带土重塑样的三轴固结不排水剪试验,探讨不同剪切速率条件下滑带土抗剪强度参数的变化趋势,分析滑带土试样的应力-应变关系,揭示滑带土的物理力学特征及其对滑坡的影响,以期对该类型滑坡的防治提供有价值的基础性建议。

关 键 词:滑带土  固结不排水剪切  剪切速率  抗剪强度  应力-应变关系

Experimental study on tri-axial compression test about sliding soil characteristics of landslide
XIONG Rong-jun,TANG Zheng-tao and SUN Ai-guo.Experimental study on tri-axial compression test about sliding soil characteristics of landslide[J].Port & Waterway Engineering,2013(9):49-54.
Authors:XIONG Rong-jun  TANG Zheng-tao and SUN Ai-guo
Institution:Changjiang Waterway Planning Design and Research Institute, Wuhan 430070, China;Changjiang Waterway Planning Design and Research Institute, Wuhan 430070, China;Changjiang Waterway Planning Design and Research Institute, Wuhan 430070, China
Abstract:Based on the natural moisture content and density test, specific gravity test, grain size analysis tests, water content limits test, compaction test and tri-axial consolidated undrained shear test of remodeling sample of sliding soil under different shear rates for the sliding zone soil of a landslide in Badong area, we explore the change trend of shear strength parameters of the sliding zone soil under different shear rates, analyze the stressstrain relations of the sliding zone soil samples, reveal the physical and mechanical characteristics of sliding soil and its effects on the landslide, hoping to offer valuable basic recommendations for the prevention and cure of this type of landslides.
Keywords:sliding zone soil  consolidated undrained shear  shear rate  shear strength  stress-strain relationship
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