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Applications of Soil Nailed Wall in Foundation Pit Support Chunmei Zhang Architecture and Civil Engineering School, Inner Mongolia University of Science and Technology,Baotou, 014010, P.R.China jpxt@163.com Key Words:Soil nailed wall, Foundation pit support, Reinforcement, Earth pressure Abstract.Deep foundation pit support technology has widely affected the world, and we’ll mainly talk about its application as a soil nailed wallin theengineering of underground garage foundation pit.
So the engineering designing method has been proved correct and feasible.
So both waste and engineering accidents are avoided.
References [1] ZhaoMinghuaetc.Foundation Engineering, Higher Education Press [M],(2004).
A Concise Handbook for Design and Construction of Deep Foundation Pit Engineering[M].

Experimental study of the relationship between matric suction and strength of unsaturated residual clay in Xiamen under different drying-wetting cycle paths Dongxia Chen 1,2, a, Mingxin Meng 1,b and Jiwei Luo 1,c 1School of architecture and civil engineering, Xiamen University, Xiamen 361005, China 2 Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China a dongxiachen@xmu.edu.cn, b meng@stu.xmu.edu.cn, c luojiwei_xmu@163.com Keywords: matric suction; drying-wetting cycle; shear strength; residual clay Abstract.
As the essential bearing stratum of low-rise and multi-storey buildings, foundation pit and slope, the residual clay plays an important role on the construction of civil engineering.
Resources Environment and Engineering.(2010), 24(1): 41-43.
Subgrade Engineering(2009), (5):141-142.
Chinese Journal of Geotechnical Engineering, (2001), 23(1): 64–67.

In the aspect of controlling sedimentation rate is mostly using partial safety engineering approach with previous engineering experience.
Journal of structural engineers, 25(6):123– 127
Journal of structural engineers 2000, (2):26-31
[10] TIANYU-CHEN, WANGYANG, ANSYS civil engineering application examples [M].
[12] TONGBIAO-LAI, RENXI-HU, SHUZHEN-HUANG, Finite element analysis of ANSYS 11.0 civil engineering example[M].

Al-Taie2,c* 1Texas A&M University, College Station, Texas, USA 2Al-Nahrain University, College of Engineering, Baghdad, Iraq aduaafalih@yahoo.com, bmsanchez@civil.temu.edu, cal.taiegeo@gmail.com Keywords: Wetting-Drying Cycles, Desiccation Crack, kaolinite, bentonite, crack patterns, soil of high plasticity.
Journal of Rock Mechanics and Geotechnical Engineering. https://doi.org/10.1016/j.jrmge.2019.02.006
Thesis, Department of Geotechnical Engineering, and Geosciences, Technical University of Catalonia, Barcelona, Spain, 2009
Fang, Introduction to environmental geotechnology, vol. 14 of New Directions in Civil Engineering.
Benson, Effect of desiccation on compacted natural clays, ASCE, Journal of Geotechnical and Geoenvironmental Engineering. 127 (1) (2001) 67-75

Analysis on Sea Bed Evolution around Caofeidian Harbour Yu Zhang1, a, Xiaoming Sun2, b, Cuiping Kuang 3, c, Ling Deng3, d 1 College of Geoscience and Surveying Engineering, China University of Mining and Technology, Beijing, 100083, China 2Tianjin Insititute of Geology and Mineral Resources Tianjin, 130026, China 3Department of Hydraulic Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China azhangyu831012@163.com, btjxiaoming@126.com, ccpkuang@tongji.edu.cn, ddlklf@163.com Keywords: Caofeidian, field survey, topography, cross section, profile section, scouring Abstract.
Fig.1 Topographic View of Caofeidian In 2006, Caofeidian Industrial District in Tangshan City was listed as one of the most important engineering projects during the Eleventh Five-Year Plan period (2006–2010) of China.
It is notable that there is no measurement to the section of the cape from south to north in 2006 and the east area of the engineering in 2007 is also blank.
The bathymetric charts are obtained by overlaying the surveied data to the batymetric chart which was drawn by Qingdao Geo-Marine Engineering Survey in 2006 as shown in Fig. 3a.
China Ocean Engineering, Vol. 2 (2008), p.97-112 (In Chinese) [2] C.P.

Research on Flood Integrated Risk Dynamic Management Framework for Coastal Cities Mingqiong Liu1, a, Huiying Gao2,b and Chunyan Zhao3,c 1 Engineering College, Ocean University of China, Qingdao, Shandong, 266100, China 2 Engineering College, Ocean University of China, Qingdao, Shandong, 266100, China 3 Engineering College, Ocean University of China, Qingdao, Shandong, 266100, China a swim75775@126.com, b fqmghy@sina.com, c olive_zcy@163.com Keywords: Flood disaster, Integrated risk, Dynamic management Abstract.
Study of flood integrated risk is a new research direction, which is a challenging work of systems engineering in essence.
Also it can damage people’s production and living and various engineering facilities，lead huge losses of people's life property and economic construction.
Flood Integrated Risk Dynamic Management for Coastal Cities Flood Integrated Risk Assessment for Coastal Cities Flood integrated risk assessment is a complex system engineering, which involves many aspects such as environment, society and economic and so on.
[3] Institution of Civil Engineers (ICE) (2001), Learning to Live with Rivers.

The Study of Explicit Scheme of Hybrid Stress-function Element with Rotation Degrees of Freedom Li-Na Ge1, a ,Ge Tian1, a, Ming-Wu Yuan2, b, Meng-Yan Song1, a , Xiang-Rong Fu 1, a 1Department of civil Engineering, China Agricultural University, Beijing, 100083 China 2 Department of mechanics and Engineering Science, Peking University, Beijing, 100871 China agln111@126.com, b yuanmw@pku.edu.cn Keywords: drilling degrees of freedom, analytical trial functions, hybrid stress-function element, explicit scheme, insensitive to mesh distortion Abstract.
Engineering Mechanics, 19(4), 12–16 (2002) [2] Fu, X.
Key Engineering Materials, 385-387, 617–620 (2008) [3] Fu, X.
Engineering Computations, 27(4), 442–463 (2010) [4] Cen, S., Fu, X.
Engineering mechanics

Site Monitoring Analysis of Influence of Excavation And Construction of a Unsymmetrical Loading Twin-arch Tunnel Kuzhu Zhu1, a, Zujian Wang1, b, Zhigang Wang1, c, Yuancheng Liu1, d 1 Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, College of Civil Engineering and Architecture, Guilin University Of Technology, Guilin, Guangxi, 541004, China awuzhu3u@126.com, bandycop1226@163.com, c741149621@qq.com, d85770514@qq.com Key words: tunnel engineering, twin-arch, monitoring, unsymmetrical loading.
Acknowledgement This work was supported by the National Natural Science Fund of China(No.41102202), Guangxi Natural Science Foundation(No.2010GXNSFB013012 & No. 2012 GXNSFGA060001) and Key Laboratory Program of Guangxi Geotechnical Mechanics and Engineering (No.11-CX-03) Reference [1] The Professional Standards Compilation Group of People's Republic of China.
Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (Supp.2):3785-3791.
Chinese Journal of Rock Mechanics and Engineering,  2006, 25 (11):2 226-2 232.

Simulation Research on Resistive Coupling of High-speed Railway Yaodan Chi1,2,a ,Tianhong Tan 3,b ,Kaiyu Yang 3,c,Yinhan Gao 3, Hui Ke 3, Hailong Gu 2,Jingyuan Zhao 3 1College of Instrument Science & Electrical Engineering, Jilin University, Changchun 130021, China； 2JilinJianzhu University, Changchun 130021, China) 3College of Automotive Engineering, Jilin University, Changchun 130018,China； aemail:147670107@qq.com, bemail:409788260@qq.com, cemail:ccyky@qq.com Keywords：EMC; High-Speed Railway; Resistive Coupling; Ground Potential Rise; Abstract: With the rapid development of high-speed railway, the problem caused by railway has become the focus of public attention.
In the practical engineering analysis, it is verified that no obvious discrimination is calculated when regarding the decentralized discharge point as drained in the central of the train.
By a large number of literature research, finally it has been adopted by China's ministry of railways [5], and been used in the relevant analytical solving its value in the design of railway engineering.
By relevant standards, the effects of the resistive coupling are analyzed, and this will provide the guidance to the further theoretical study and engineering practices.
At the same time ,I make great thanks toTianhongTan， Hailong Gu, and Kaiyu Yang ,who are studying at the key Laboratory of Jilin Province in Jilin Institute of Architecture and Civil Engineering .Thank you for your support and help!

Influence of Parameters of Insulation Layer on Performance of Vacuum Heat Insulation Oil Pipe Zhonghua Wang 1, 2 1School of Civil Engineer and Architecture, Northeast Petroleum University, Daqing 163318, China 2 Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering,Daqing; Heilongjiang163318; China b6617123@163.com Keywords: apparent heat conductivity; vacuum heat insulation oil pipe; structural parameters; number of layers of insulation Abstract.
Petroleum Engineering, 1985,8(6):75-85 In Chinese [4] Herrera J O,Birdwell B F, Hanzlik E J.
Journal of Engineering Thermophysics, 2009, 30(11): 1895-1897 In Chinese [6] Zhonghua Wang, Haiqian Zhao, Xiaoyan Liu simulation calculation of apparent heat conductivity of the coupling without insulation bushing[J].
Oil-Gasfield Surface Engineering, 2009, 28(1): 39-40 In Chinese [7] Haiqian Zhao, Zhonghua Wang, Xiaoyan Liu, Zhiguo Wang.
Science Technology and Engineering, 2010, 10(11):2723-2727 In Chinese