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Testing study on the strength and deformation characteristics of soil in loess landslides

机译:黄土滑坡土体强度与变形特性试验研究

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摘要

Landslides groups in southern highland area of Jingyang are investigated and analyzed. Char-acteristics of and reasons for the landslides were statistically analyzed. A case history of a large-scale landslidein loess in Dongfeng village of Gaozhuang town in Jingyang is studied. The displacement,maximum width,circumference and volume of the slipping mass were obtained through in situ measurement. Laboratory testswere carried out on soil samples taken from a depth of 2 m below the front edge of the slipping mass. Basicproperty and shear strength parameters of the loess soil were obtained. These results will benefit further studieson the kinetic mechanism of loess landslide in southern highland area of Jingyang.
机译:对Jing阳市南部高原地区的滑坡群进行了调查分析。对滑坡的特征和原因进行了统计分析。以景阳市高庄镇东风村某大型滑坡黄土为例。通过原位测量获得了滑移块的位移,最大宽度,周长和体积。对从滑动块的前边缘下方2 m深度采集的土壤样品进行了实验室测试。获得了黄土的基本性质和抗剪强度参数。这些结果将有助于进一步研究Jing阳南部高原地区黄土滑坡的动力学机制。

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  • 会议地点 Xian(CN)
  • 作者单位

    H.J. Liao@Department of Civil Engineering,Xi'an Jiaotong University,Xi 'an,China--L.J. Su@School of Civil Engineering,Xi 'an University of Architecture and Technology,Xi'an,China--Z.D. Li@Department of Civil Engineering,Xi'an Jiaotong University,Xi'an,China--Y.B.Pan@Department of Civil Engineering,Xi'an Jiaotong University,Xi'an,China--H.Fukuoka@Disaster Prevention Research Institute,Kyoto University,Uji,Kyoto,Japan--;

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  • 正文语种 eng
  • 中图分类 基础加固;
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