中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Studies of Deformation Properties of Collapsible Loess Foundation under Overburden Pressure with Large Thickness by Centrifugal Model Test

文献类型:会议论文

作者Jin,Songli3; Xing,Yichuan3; Yan,Jun3; Zhao,Weiquan3; Zhou,Shu1,2; Xiao,Jianzhang3; Wu,Shuaifeng3; Sun,Liming3
出版日期2019-11-01
会议日期2019-9-28~29
会议地点Dalian
关键词loess collapse under overburden pressure centrifugal model test field immersion test
卷号384
期号1
DOI10.1088/1755-1315/384/1/012011
页码12011
国家China
英文摘要Abstract At present, laboratory test and field immersion test are the primary methods to study the collapsibility characteristics of loess foundation. However, the stress state of laboratory test usually does not conform to the actual in-site situation, while the field immersion tests are expensive and difficult to operate. Thus, a new economical and efficient method which can reflect the actual engineering is urgently needed. Centrifugal model test, which is the best physical model test, has been extensively used in various fields of geotechnical engineering. However, centrifugal model test is seldom used in the simulation of collapsibility characteristics of loess foundation. In this paper, centrifugal model tests of natural water content foundation and saturated foundation are carried out for the collapsible loess with strong self-weight collapsibility located in Yili Region in Xinjiang, China. The collapsible deformation of loess foundation based on double-line method is obtained. The results show that the amount of foundation collapsibility simulated by low head saturation method is the closest to that of field immersion test, which verifies the feasibility of using centrifugal model test to simulate collapsible deformation of Loess foundation.
源文献作者IOP Publishing
产权排序2
会议录IOP Conference Series: Earth and Environmental Science
语种英语
电子版国际标准刊号1755-1315
ISSN号1755-1307
源URL[http://ir.imde.ac.cn/handle/131551/33774]  
专题成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
通讯作者Yan,Jun
作者单位1.Key laboratory of Mountain Hazards and Surface Process, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China;
2.University of Chinese Academy of Sciences, Beijing 100049, China
3.State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Department of Geotechnical Engineering, China institute of water resources and hydro-power research, Beijing 100048, China.;
推荐引用方式
GB/T 7714
Jin,Songli,Xing,Yichuan,Yan,Jun,et al. Studies of Deformation Properties of Collapsible Loess Foundation under Overburden Pressure with Large Thickness by Centrifugal Model Test[C]. 见:. Dalian. 2019-9-28~29.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

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