Case analysis of subsided foundation reinforcement of a university infirmary in collapsible loess areas

doi:10.4028/www.scientific.net/AMR.1030-1032.736

CORC > 兰州理工大学 > 兰州理工大学

	Case analysis of subsided foundation reinforcement of a university infirmary in collapsible loess areas
	Wu, Yi Qian 2; Zhu, Yan Peng 2; Wu, Yi Qian 3; Zhu, Yan Peng 3; Zhu, Yan Peng 1
	2014
会议日期	July 30, 2014 - July 31, 2014
会议地点	Kunming, China
关键词	Environmental engineering Foundations Reinforcement Sediments Subsidence Case analysis Collapsible loess Engineering project Foundation reinforcement Lanzhou University of Technology
卷号	1030-1032
DOI	10.4028/www.scientific.net/AMR.1030-1032.736
页码	736-739
英文摘要	The example which is selected in this engineering project is the hospital in Lanzhou University of Technology, the paper analyzed the reason that the foundation subsidence, and used reasonable and effective method on reinforcement. It hoped that the achievement can provide beneficial reference for handling the problem that foundation subsidence in collapsible loess areas. © (2014) Trans Tech Publications, Switzerland.
会议录	Advanced Materials Research
会议录出版者	Trans Tech Publications Ltd
语种	英语
ISSN号	10226680
内容类型	会议论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/117831]
专题	兰州理工大学土木工程学院
作者单位	1.Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou, China 2.School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China; 3.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou, China;
推荐引用方式 GB/T 7714	Wu, Yi Qian,Zhu, Yan Peng,Wu, Yi Qian,et al. Case analysis of subsided foundation reinforcement of a university infirmary in collapsible loess areas[C]. 见:. Kunming, China. July 30, 2014 - July 31, 2014.