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Stability Numerical Simulation of Daping Landslide Group to Sunjiaya Tunnel Wenshe HE 1,a， Long YUAN 2,b, Shuangmei CHANG 2,c 1Key Laboratory of Road &Bridge and Underground Engineering of Gansu Province，Lanzhou Jiaotong University，Lanzhou, Gansu, 730070，China 2College of Civil Engineering，Lanzhou Jiaotong University, Lanzhou, Gansu, 730070, China ahws_@163.com, byuanlong_2009@163.com,c970037917@qq.com Keywords: Landslide; Stability; Numerical simulation; Tunnel.
Introduction The problem of landslide stability is often meets in civil engineering.
(In Chinese) [2] Yudeng Zhang, The subgrade engineering,2008(1),164~165.
Journal of Geotechnical and Geoenvironmental Engineering,ASCE,1996,122(7):577~589
Daping Ⅲ landslide detailed engineering geology survey, report. 2009.

Numerical Simulation of Slope Stability Analysis of Open Pit Coal Mine Based On MIDAS/GTS Chongxian Liu1, a, Yongtao Gao2,b 1Department of Civil and Environmental Engineering, University of Science and Technology Beijing 2Department of Civil and Environmental Engineering, University of Science and Technology Beijing alcx713611@126.com, bgaoyongt@vip.sina.com Keywords: open pit coal mine; MIDAS/GTS; slope stability;finite element; numerical simulation Abstract.
Introduction Open pit slope engineering is a large rock engineering taking rock and soil for engineering materials and engineering structures as a means of mining operations meaning the formation.
Engineering Geological and Hydrogeological Profile.Topography and geomorphology: The land belongs to low mountain hilly region of Shanxi Loess Plateau Schomburg platform.
The Selection of Physical and Mechanical Parameters.The selection of the physical and mechanical parameters of rock and soil importantly affect the numerical analysis.Over field engineering geolog ical survey and mapping, drilling, in situ testing, combined with some of the laboratory test data and referring to the past experience in analog engineering analysis to determine the physical and mechanical parameters.
[3]Zhong Zhi-hui,Liu Zuo-qiu,Yang Guang-hua and Zhang Yu-cheng:A Modeling Method of Slope Using FLAC3D Based on Midas/GTS and Its Application to Engineering, volume 33 of Northwestern Seismological Journal, chapter, 8, (2011)

Modeling and Simulation of Hydraulic Power System for Maintenance Training Simulator Qin Qingxia1, a, Geng Hong1, b 1Aeronautical Automation College, Civil Aviation University of China, Tianjin, 300300, China aqxqin@cauc.edu.cn, bhgeng@cauc.edu.cn Keywords: Maintenance Training Simulator; Hydraulic Power System; Malfunction simulation.
Knowledge Representation Method for Maintenance Training Simulator, Aviation Ma & Engineering (2012) [4] Chang Hai, Zhang Jianbo, Zhou Changming.
Discussion on the aircraft hydraulic system electric motor pump selection, Civil Aircraft Design and Reserch. (2012) [5] Yang Jia-qiang, Teng Jiong-hua, Pei Run-sen.
Aircraft hydraulic conveyance system vibration and stress testing reserch, Civil Aircraft Design & Reserch (2012) [7] Wang Xinge, Meng Qingdi, Li Tangjing.

Civil Eng.
Volgograd State University of Architecture and Civil Engineering.
Civil Eng.,7 (5) 2016, pp. 132-136

., Dept. of Civil Eng., Gyungsan, South Korea 2(Corresponding Author) Professor of DongEui Univ., Dept. of Civil Eng., Busan, South Korea 3Senior Researcher, K-Water Institute, Daejeon, South Korea 4Graduate student of Yeungnam Univ., Dept. of Civil Eng., Gyungsan, South Korea akison@ynu.ac.kr, btajhwang@deu.ac.kr, chwangmh@kwater.or.kr, dgarsia77@ynu.ac.kr Keywords: 4MRRP, river modeling, uncertainty improvement, sediment transport through weirs, channel evolution Abstract.
References [1] MLTM, Report on Nakdong river alignment (2009) [2] US Army Corps of Engineers, SAM Hydraulic Design Package for Channels, (2002) [3] K-Water, Design Report on 24th, 25th, 26th , 27 th, 28 th, 29 th construction zone of 4MRRP (2009)

Analytic Methods of Main Cable Initial Curve Calculation in Variable Temperature Field Xiang Ren College of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054， shaan’xi, China renxiang798@163.com Keywords: bridge engineering; suspension bridge; main cable; temperature; initial curve; iteration Abstract: In order to study temperature effect on initial curve of main cable, three different temperature models were built about temperature changes of main cable along span direction, and iteration calculation methods to find initial curve of main cable in variable temperature field was proposed based on the theory that the length of non-stress wire strand is persistence in unloaded cable station and construction completion station.
ANSYS program in civil engineering application[M].Beijing: China WaterPower Press(2005)
Journal of Traffic and Transportation Engineering, Vol. 4(3)(2004), P. 38-43, in china

References: [1] Kahn L F, Hanson R D:submitted to Journal of Structural Engineering (1979) [2] Kabele P, Takeuchi S, Inaba K, etal:Performance of engineered cementitious composites in repair and retrofit: analytical estimates (RILEM Publishers, France 1999) [3] Kesner K E: submitted to Journal of Structural Engineering (2005) [4] Hong Zheng, China Patent ZL200620136074.9.(2007).
(in Chinese) [6] Lili Hu, Hong Zheng: submitted to China Civil Engineering Journal(2010).
(in Chinese) [7] Lili Hu,Hong Zheng:submitted to World Earthquake Engineering(2010).
(in Chinese) [8] Lili Hu,Hong Zheng:submitted to Journal of Zhengzhou University (Engineering Science) (2010).
(in Chinese) [9] Hong Zheng,Feiying Yang:submitted to Journal of Architecture and Civil Engineering(2007).

The application example analysis of several types of composite foundation in ChangChun area Yaodong Wu1, a, Lilan Zhang2,b 1Exploratory Survey Company of Jilin Architectural and Civil Engineering Institute, Changchun, Jilin, 130012, China 2The City College Of Jilin Architectural And Civil Engineering Institute, Changchun, Jilin, 130111, China a wuyaodong@sohu.com b 245682802@qq.com Keywords: composite foundations; vibration rushed method; concrete piles; characteristic value of sub-grade bearing capacity.
At the same time, the use of pile foundation engineering cost is too high, not economy.
The engineering application of pile body completeness inspection found that 90% of these batch of pile are breaking, and most of them have two broken pile, which based on soft soil (the first (4) layer silty clay).
(2) according to the analysis of geotechnical engineering investigation report, deciding this site fit the composite foundation or not
References [1] Static load test report for composite foundation provided by JiLin architecture and engineering college survey company

MECHANICAL BEHAVIOR OF SELF-COMPACTING SOIL-CEMENT-SISAL FIBER COMPOSITES MARTINS A.P.S.1, a, SILVA F.A.2,b and TOLEDO FILHO, R.D.3,c 1,3COPPE / Programa de Engenharia Civil, Universidade Federal do Rio de Janeiro, Centro de Tecnologia, Bloco I, Sala 126, Caixa Postal 68.506, CEP 21.941-942, Rio de Janeiro, RJ, Brasil 2Department of Civil Engineering, Pontifícia Universidade Católica do Rio de Janeiro (PUC-Rio), Rua Marques de São Vicente 225, 22451-900 - Rio de Janeiro - RJ, Brazil aapsm@coc.ufrj.br, bfsilva@puc-rio.br, ctoledo@coc.ufrj.br Key words: Soil cement composites, Self-compacting matrix, Mechanical behavior, Sisal fibers, Compressible packing model.
[4] Walker, P., 2004, “Strength and Erosion Characteristics of Earth Blocks and Earth Block Masonry”, Journal of Materials in Civil Engineering, v.16, n.5 (october), pp. 497-506
Journal of Materials in Civil Engineering, v.23 (dec) n.12 pp. 1624-1632
[13] Mesbah, A., Morel, J.C., Walker, P., Ghavami, Kh., 2004, “Development of a Direct Tensile Test for Compacted Earth Blocks Reinforced with Natural Fibers”, Journal of Materials in Civil Engineering, v.16, n.1 (February), pp.95-98
[21] Chan, C., 2011, “Effect of Natural Fibers Inclusion in Clay Bricks: Physico-Mechanical Properties”, International Journal of Civil Environmental Engineering, v.3, n.1, pp.51-57

Study on Composite Slab Structure Kewei Ding1, a, Yi Zhang2, b 1,2School of Civil Engineering, Anhui University of Architecture, Hefei 230022, China adingkw@aiai.edu.cn, bzhy85119@163.com Keywords: Composite Slab; Structural Form; Prestressed Laminated Concrete Slab; Large-Span.
In our country, the application of a composite structure in industrial and civil engineering starting in the late 50, nearly 20 years later although the more developed countries in the world, but our research is in the area of composite slab marked results.
Practice and discussion of both at home and abroad to make a lot of, some of the problems have been solved, so a lot of composite slab can be applied in practical engineering.
Laminated plates and prestressed plates and structural performance of engineering quality inspection method are far from meeting the needs of engineering practice.
Experimental and practical application shows that laminated slab with prestressed ribbed construction speed, strong composite shear capacity, characteristic of the flexural rigidity of a larger, and that match the characteristics of the steel structure project construction speed and using prestressed laminated panels can reduce the cost of steel structural engineering, but laminated slabs of steel structural engineering and application requires further study.