期刊文献+

喜家湾地震黄土滑坡形成机理 被引量:1

Study on the Formation Mechanism of Xijiawan Loess LandslideInduced by Earthquake
下载PDF
导出
摘要 在喜家湾滑坡现场调查基础上,采集黄土斜坡的原状黄土和滑坡滑带土试样进行了室内试验,分析计算了滑坡土体震陷性和液化可能性;并结合滑坡发生前斜坡在地震作用下的稳定性分析及数值模拟,对该滑坡的形成机理进行了研究。研究表明,地震发生时,斜坡上部黄土产生震陷,结构破坏,下部泥岩面附近处于饱和状态的黄土在很短时间内产生了液化现象,坡体下滑形成震陷—液化复合型滑坡。 The Xijiawan landslide, a typical loess landslide triggered by HaiYuan Earthquake in 1920 located in XiJi county was investigated in this paper. In order to clarify the formation mechanism of Xijiawan landslide, a series of tests were conducted on the loess soils collected from the main body of slope and surface of rupture in Xijiawan landslide,the possibility of seismic subsidence and liquefaction potential were analyzed , and the works of stability analysis and numerical simulation were done. The results show that the formation mechanism of landslide is the complex of seismic subsidence – liquefaction. When the earthquake happened, the destroy of seismic subsidence occurred on the upper soil of slope. Meanwhile, the saturated loess at the vicinity of lower mudstone built up loess liquefaction instantaneously.
出处 《华北地震科学》 2018年第1期54-58,共5页 North China Earthquake Sciences
关键词 地震滑坡 形成机理 黄土震陷 黄土液化 landslide induced by earthquake fomation mechanism seismic subsidence of loess liquefaction of loess
  • 相关文献

参考文献3

二级参考文献10

  • 1白铭学,张苏民.高烈度地震时黄土地层的液化移动[J].工程勘察,1990,18(6):1-5. 被引量:66
  • 2Seed R B, Cetin K O, Moss R E S. Recent advances in soil liquefaction engineering and seismic site response evaluation[A]. 4th international conference on recent advances in geotechnical engineering and soil dynamics[C]. San Diego:USA, 2001,SPL-2.
  • 3Ishihara K, Okusa S, Oyagi N, et al. Liquefaction-induced flow slide in the collapsive loess in Soviet Tajik[J]. Soils and Foundations,1990, 30(4):73-89.
  • 4Wang L M, Zhang Z Z, Li L. Laboratory study on loess liquefaction[A]. 11th World Conference on Earthquake Engineering[C]. Acapulco:Mexico,1996.
  • 5Prakash. S, Guo. T. Liquefaction of silts and silt-clay mixtures[A]. Geotechnical Earthquake Engineering and Soil Dynamics[C].Seattle: Washington State. ASCE, 1998.337-346.
  • 6Bertero V, Frohmberg K, Gath E, et al. EERI pamphlet on liquefaction[C]. Earthquake Engineering Research Institute, Oakland, California, USA, 1996.
  • 7Anubhav, K Rao, Liquefaction studies on silty clay using cyclic triaxial tests[A]. 4th international conference on recent advances in geotechnical engineering and soil dynamics[C].San Diego, USA, 2001.4.
  • 8Wang L M, Hwang H, Ryasheco T. Comparison of liquefaction potential of loess in China, USA and Russia[A]. Proc. 4th International Conference on Recent Progress on Earthquake Engineering and Soil Dynamics[C]. San Diego.USA 2001.4.
  • 9陈国兴,胡庆兴,刘雪珠.关于砂土液化判别的若干意见[J].地震工程与工程振动,2002,22(1):141-151. 被引量:57
  • 10高广运,水伟厚.上海苏州河故道砂质粉土液化综合判别[J].工程勘察,2002,30(5):35-37. 被引量:18

共引文献104

同被引文献1

引证文献1

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部