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Study on measures to retain the deep foundation pit for soil-rock composition with weak intercalated layers Jing Wang1, a,Fengming Sun2,3, Youjin Chen4,Changjie Xu2,3 1School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, 610031, China 2Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Zhejiang, Hangzhou, 310058, China 3MOE Key Laboratory of Soft Soils and Geo-environmental Engineering, Zhejiang University, Zhejiang, Hangzhou, 310058,China 4Hangzhou East New City Construction Investment Co.Ltd., Zhejiang, Hangzhou, 310021, China awjtl01@163.com Keywords: weak intercalated layers；soil-rock composition；deep foundation pit；limit- balance method；numerical simulation Abstract: Aiming at a deep foundation pit in soil-rock composition with weak intercalated layers, in this paper, using the limit-balance method and finite element method to analyze the stability and deformation.
Engineering calculation often regards it as a plane strain problem, and assumes the section into a circular shape.
2),so it does not meet the requirements of Engineering and it must takes some measures to support the foundation pit.
Chinese Journal of Geotechnical Engineering.
Chinese Journal of Rock Mechanics and Engineering.

Montgomery, Analysis of Steel Plate Shear Walls, Structural Engineering Report N°107, Department of Civil Engineering, University of Alberta, Canada, 1983
Bruneau, Seismic Performance of Steel Plate Shear Walls Considering Various Design Approaches, Proceedings of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK, 136, 369-379, 2014
Structural Engineering Report N°114.
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Engineering Structures 136 (2017) 369-379

Improvement of Barrier Soil Properties with Fly Ash to Minimize Desiccation Shrinkage Amadi Agapitus Department of Civil Engineering, Federal University of Technology, Minna, Nigeria.
Journal of Geotechnical and Geological Engineering, Springer, Netherlands, (2008), ISSN 0960 – 3182 (Print), 1513 – 1529 (Online)
Kovacs, An Introduction to Geotechnical Engineering.
[25] BS 1377, Methods of Tests for Soils for Civil Engineering Purposes, British Standards Institution London, 1990
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Applications to CFRP-confined concrete elements, Proceedings of the 2nd International Symposium on Advances in Civil and infrastructure Engineering (ACE), Vietri sul mare, 2015
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[13] Fascetti, A., Bolander J.E., Nisticò, N., Random Lattice Modeling of Quasi-brittle Fracture in Cementitious Materials, Proceedings of the 2nd International Symposium on Advances in Civil and infrastructure Engineering (ACE), Vietri sul mare, 2015

Negative Selection Algorithm Using Natural Frequency for Novelty Detection under Temperature Variations Miao Lia, Wei-Xin Renb Department of Civil Engineering, Central South University, Changsha 410075, P.R.

Discussion in Planting of Highway’s Central Segregation Area in Jiangxi ,China Chunying Long School of Civil Engineering and Architecture Nanchang University, China longchunying1997@126.com Keywords: highway；central segregation area；the design requirements；configuration  pattern Abstract: Consideding the current status of the planting of highway’s central segregation area，the article gives suggestions to the design requirements and configuration  pattern  and Development．

Comparative Analysis of Excess Sludge and Digested sludge pyrolysis characteristics Weijun Zhang 1, a, Liangjun Cai 1,b 1 the Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang, China, 471023 ajgzwj@126.com, bzycailj@126.com Keywords: Pyrolysis; Thermal drying; Sludge; Thermal analysis.

Shao: Journal of Jilin Architecture and Civil Engineering Institute Vol. 2 (2008), p.1-6 [7] L.

Performance of Concrete at Sustained High Temperature in Material Applications Hongzhu Quan School of Civil Engineering, Qingdao Agricultural University, Qingdao, Shandong, 266109, China quanhz719@yahoo.com.cn Keywords: High temperature, Compressive strength, Modulus of elasticity, Weight loss.

Relation between 3 dimension interface topography and residual stress in thermal barrier coatings HAN Zhiyong1, a， WANG Huan1, b 1 Institute of Material Technology, civil aviation university of China，300300, Tianjin, China ahzyustb@sohu.com, bmyfer2005@yahoo.com.cn Key words: Thermal barrier coatings; Residual stress; Interface topography; FEM Abstract.
Materials for mechanical Engineering, 2007,31（1）, 86-89