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Experimental Study of the Subsidence Characteristics of Clayey Loess

Experimental Study of the Subsidence

Characteristics of Clayey Loess

Li Lan;Wang Lanmin

【期刊名称】《中国地震研究(英文版)》

【年(卷),期】2007(021)004

【摘要】Presented in this paper are the results of experimental study and analysis of the subsidence characteristics obtained from soil samples with different contents of clay particles though laboratory dynamic triaxial test, Laser particle size analysis, chemical analysis and electronic microscope scanning. By comparison of the obtained data, the following conclusions are drawn out: (1)The stability of the loess varies with different content of clay; (2) The relation between the dynamic shear strength and the clay particles is not monotonous, but parabolic; (3) In the same consolidation ratio, the clayey loess is the weakest subsidence-resistant when the clay particle content is between 16% ~ 17%.

【总页数】8页(420-427)

【关键词】Subsidence-resistant behavior; Clay particle content; Loess; Microstructure

【作者】Li Lan;Wang Lanmin

【作者单位】Lanzhou Institute of Seismology, CEA, Lanzhou 730000, China;Lanzhou Institute of Seismology, CEA, Lanzhou 730000, China

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