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《JOURNAL OF GEOLOGICAL HAZARDS AND ENVERONMENT PRESERVATION》 1996-03
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STUDY ON COHESION RESTORATION OF SLIDE ZONE SOIL

Ren Guangming;Nie Dexin;Zuo Sansheng(Chengdu Institute of Technology,Chengdu 610059)  
The parameters of shear strength of slide zone soil are indispensable factors for stability evaluation and countermeasure design to landslides.Based on the field investigation and laboratory test, the authours discovered that the shear strength contains structural strength-cohesion restored to some extent along the early sliding planes in the slide zone soil underlying the slide rockmass.The formation conditions and variation features of restored cohesion are discussed in this paper.It is proved fully that the residual strength of slide zone soil is only an instantaneous effect.The study provides an important theoritical basis for selecting and evlauating the strength parameter of slide zone soil.
【Fund】: 国家自然科学基金 工程地质力学开放实验室资助
【CateGory Index】: TU411.6
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