Calculation and analysis of tunnel longitudinal structure under effect of uneven settlement of weak layer

doi:10.4156/AISS.vol4.issue10.11

IR > 土木工程学院

	Calculation and analysis of tunnel longitudinal structure under effect of uneven settlement of weak layer
	Zhong, Li 1,2; Si-Yang, Chen 2; Pei-Wu, Yan 3; Yan-Peng, Zhu1
	2012-06-01
发表期刊	Advances in Information Sciences and Service Sciences
ISSN	19763700
卷号	4 期号:10 页码:84-93
摘要	By analyzing many problems of the longitudinal design of tunnels in soft ground, using the theory of elastic foundation beam and finite element methods, the force and vertical settlement joint set of tunnel longitudinal structure were calculated and analyzed at the bottom of the tunnel where the soil characteristics mutations and the thickness of covered soil layer changes sharply. Considered the effect of uneven settlement of weak layer, a plane numerical model is established based on elastic foundation beam. Then, the force and deformation of tunnel longitudinal structure are calculated and analyzed. By calculating that, the model can make full consideration of all factors which affect the uneven settlement of the tunnel, and are suit for the calculations of the settlement of tunnel in complex conditions. The conclusions recommended reasonable data about the arrangement of settlement joint of the tunnel under the effect of uneven settlement of weak layer.
关键词	Artificial intelligence Software engineering Complex condition Elastic foundation beam Longitudinal designs Settlement joints Soft ground Soil characteristics Uneven settlement Weak layer
DOI	10.4156/AISS.vol4.issue10.11
收录类别	EI
语种	英语
出版者	Advanced Institute of Convergence Information Technology
EI入藏号	20122615179814
EI主题词	Soils
EI分类号	483.1 Soils and Soil Mechanics - 723.1 Computer Programming - 723.4 Artificial Intelligence
来源库	Compendex
分类代码	483.1 Soils and Soil Mechanics - 723.1 Computer Programming - 723.4 Artificial Intelligence
引用统计	无
文献类型	期刊论文
条目标识符	https://ir.lut.edu.cn/handle/2XXMBERH/111528
专题	土木工程学院
作者单位	1.School of Civil Engineering, Lanzhou University of Technology, China; 2.Western Engineering Research Center of Disaster Mitigation in Civil Engineering, China; 3.Western Zhongda Construction Group, China
第一作者单位	土木工程学院
第一作者的第一单位	土木工程学院
推荐引用方式 GB/T 7714	Zhong, Li,Si-Yang, Chen,Pei-Wu, Yan,et al. Calculation and analysis of tunnel longitudinal structure under effect of uneven settlement of weak layer[J]. Advances in Information Sciences and Service Sciences,2012,4(10):84-93.
APA	Zhong, Li,Si-Yang, Chen,Pei-Wu, Yan,&Yan-Peng, Zhu.(2012).Calculation and analysis of tunnel longitudinal structure under effect of uneven settlement of weak layer.Advances in Information Sciences and Service Sciences,4(10),84-93.
MLA	Zhong, Li,et al."Calculation and analysis of tunnel longitudinal structure under effect of uneven settlement of weak layer".Advances in Information Sciences and Service Sciences 4.10(2012):84-93.