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Research on the Anchorage Technology of Steep Slope in Sanitary Landfill Ping Li 1,a, Heng Wang 1,b and Ying Xin 1,c 1 School of Civil Engineering, Lanzhou University of Technology, No.287 Langongping Street, Lanzhou and 730050, China a liping@lut.cn, b wangheng217@126.com, c xyinglut@163.com Keywords: Sanitary landfill, HDPE membrane, Anchoring trench, Limit equilibrium theory Abstract.
Fig. 3 Sectional view of anchoring trench along the slope surface Engineering Examples Parameter Selection.
Considering the whole stability of dump body with the increase of height, the value of tanβ was equal to 0.33 according to the engineering experience.
In order to prevent a larger tensile deformation of geomembrane which could cause damage to the landfill anti-seepage engineering, the allowing tension of 30kN/m is adopted in this study (i.e., the tensile strength of HDPE membrane was 20MPa)
Vol. 10 (1991), p. 335-355 [3] David E.D: Journal of Geotechnical and Geoenvironment Engineering.Vol.124(1998),p.628–637 [4] Gilbert R.B, LONG J.H, DALY J.J.: Structural Integrity of Composite Geosynthetic Lining and Cover Systems.

Gorshkov: The energy efficiency in the field of construction: questions of norms and standarts and solutions for the reduction of energy consumption at buildings, Magazine of Civil Engineering, 1 (2010) рр. 9-13
Petrichenko: Nonsteady filtration in a uniform soil mass, Power Technology and Engineering, (2012) pp. 1-3
Bukhartsev: Problem of filtration in a uniform rectangular soil mass is solved by variational principles, Power Technology and Engineering, 46 (3) (2012) pp. 185-189
Petrichenko: Approximation of the depression curve of the inflow to an ideal trench, Power Technology and Engineering, 44 (5) (2011) pp. 374-377
Kandakzhi: Some principles of combustion of homogeneous fuel-air mixtures in the cylinder of an internal combustion engine Journal of Engineering Physics, 59 (6) (1990) pp. 1539-1544

Unsteady Flow Impact on Downstream Waterways and Control Measures Research Of PingBan hub In Nanpanjiangjiang River of GuiZhou Xin Liu1,2,a 1 Key Laboratory of Engineering Sediment of Ministry of Communications; Tianjin Research Institute of Water Transport Engineering, Tianjin 300456, China 2 School of Civil Engineering, Tianjin Key Laboratory of Port and Ocean Engineering, Tianjin University, Tianjin 300072, China aliuxin806@163.com Keywords: unsteady flow; spread regularity; rapid characteristic analysis; channel improvement Abstract: After the completion of the hub on river, its scheduling unsteady flow generated an adverse impact on the downstream navigation.
Tianjin Research Institute of Water Transport Engineering, 1992, 12

Dissolved Air Theory in Water Process Research Overview ZHU Huan-ying1a, ZHOU Ming1b, LIU Xiao1c 1Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming, 650500, China aEmail:1151558287@qq.com, bEmail:591731298@qq.com, cEmail:7815160@qq.com Keywords: Air Flotation; Feed Water Treatment; Low Turbidity Abstract: Now, accompanied by water flotation theory and technology continues to improve, so that in all types of water feed and sewage treatment plant has been widely applied, the article by domestic and foreign air flotation developments in theory and its applications briefly summed and simple introduction to some basic theoretical knowledge flotation, air flotation method focuses on the field of application in water treatment, such as for low temperature and low turbidity of the lake water, algae content than high water quality and water treatment, in these respects, air flotation application advantages more prominent.
Beijing: China State Construction Engineering Press, 1999, P.12-20 [3] Zhang Zijie, Lin Rongchen, Jin Rulin.
Drainage engineering part ii (fourth edition)[M].
Beijing: China State Construction Engineering Press, 2000, P.6 [4] Valade M T, Edzwad J K, Tobiason J E, et al.
China State Construction Engineering Press, 1980:45-49 [7] Wang Yili, Li Dapeng etc.

Development and Prospect of China's Bridge Seismic Bearing Long Zhang1, a, Canhui Zhao2,b , Liang Li3,c and Bingbing Fan4,d 1School of civil engineering of Southwest Jiaotong University, Chengdu,Sichuan province,China a13658087657@163.com, bll19890219@126.com, cwudifan90_05@163.com Keywords: seismic bearing , earthquake-reduction and seismic-isolation, hysteretic characteristic Abstract: Since entering the new century, bridge techniques are developing rapidly in our country.
It shows that laminated rubber bearing almost has no ability of energy dissipation under shear deformation, so when it is used in actual engineering, it must work with other energy-consuming devices.
Elastic-Plastic Falling-Off Prevention Ball Steel Bearing Elastic-plastic falling-off prevention ball steel bearing is jointly developed by Fengze Engineering Rubber Technology Development Stock Company.LTD and tongji university.
Journal of Earthquake Engineering and Engineering Vibration, 2009 [6] Wenzheng Zhu & Jianxin Liu.

Experiment of Different Admixtures on Antifreeze of Vegetation-growing Huan Hu 1, a, Mingtao Zhou 1,b, Ping Yang 1,c and Wennian Xu 1,d 1 College of Civil Engineering & Architecture, Three Gorges University, Yichang, Hubei, China a923943063@qq.com, bzmt@ctgu.edu.cn, c644264284@qq.com, b814194318@qq.com Keywords: Admixture, Antifreeze, Vegetation-growing Concrete.
It’s mainly used for construction of vegetation ecological environment on the high-steep slope to restore the vegetation destroyed by engineering activity [1].
In recent years, the government enhances the exploitation and construction of energy and transportation in alpine areas to promote economic development and improve people's livelihood condition, but these construction projects also have brought devastating damage to the extremely vulnerable ecological environment, and it’s urgent to restore the vegetation of exposed slopes destroyed by engineering activity.
Chinese Journal of Geotechnical Engineering，2011, 33(12): 1919-1925 [5] WEBSTER R.
Chinese Journal of Rock Mechanics and Engineering，2008, 27（S1）:2990-2994 [7] H.

Seismic Damage Causes and Strengthening Methods of Museum Free-Standing Cultural Relics Jinbao Ji 1,a, Weiming Yan1,b, Qian Zhou 1,2,c 1 Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology-China 2 Palace Museum-China ajinbao@bjut.edu.cn, byanwm@bjut.edu.cn, czy_7225@yahoo.com.cn Keywords: free-standing; cultural relics; seismic damage; strengthening methods; isolation.
Taflampas: Proceedings of the 14th World Conference on Earthquake Engineering (CD-ROM), (2008), Beijing
Ji: Journal of Disaster Prevention and Mitigation Engineering, accepted.
Zhang: Engineering Mechanics Vol. s (2002), p. 494.
Ji: Journal of Civil Engineering and Management Vol. 28 (2010), p. 395.

School of Energy and Power Engineering, Xi’an Jiaotong University, Xi’an 710049, China 2.
Beijing University of Civil Engineering and Architecture, Beijing 100044, China 3.
Groll, Understanding operational regimes of closed loop pulsating heat pipes: an experimental study, Applied Thermal Engineering, 23 (2003) 707 – 719
Wu, Fabrication of polydimethylsiloxane (PDMS) pulsating heat pipe, Applied Thermal Engineering, 29 (2009) 573 – 580
Schneider, Thermofluid dynamic study of flat plate closed loop pulsating heat pipes, Microscale Thermophysical Engineering, 6 (2002) 303-317.

Experimental Study on Seismic Damage Model of the SRHSHPC Composite Frame Columns Shansuo ZHENGa, Liang ZHANG b, Lei LIc, Bin WANG d, Ming XIE e School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China a zhengshansuo@263.net, bgztrzl@126.com, c lilei1004@163.com, d wangbin1853@sohu.com, e kpxtx@163.com Keywords: Steel Reinforced High Strength and High Performance Concrete (SRHSHPC), Composite Frame Column, Seismic Damage Model, Cumulative Dissipated Hysteretic Energy, Damage Index.
Therefore, its application in the structure engineering becomes more and more widespread.
Journal of Structural Engineering, ASCE, Vol. 111, No.4 (1985), p.740-756 [2] Ou Jinping, He Zheng: Seismic damage performance based design of reinforced concrete structures.
Earthquake Engineering and Engineering Vibration, China, Vol. 19, No.1 (1999), p.21-30 [3] Bai Guoliang, Qin Fuhua: Principle and design of composite structures of steel and concrete.

Plaskacz, High Resolution Two-Dimensional Shear Band Computations: Imperfections and Mesh Dependence, Computer Methods in Applied Mechanics and Engineering. 119 (1994) 1-15
Johanson, Structural behaviour in concrete frame corners of civil defence shelter, non-liner finite element analyses and experiments [D], Chalmers University of Technology, 2000
Bažant, The art of writing a scientific article, Journal of Engineering Mechanics. 113 (1987) 1512-1533
Hopperstada, et al, The effect of target strength on the perforation of steel plates using three different projectile nose shapes, International Journal of Impact Engineering. 30 (2004) 1005-1038
Cook, Fracture characteristics of three metals subjected to various strains, strain rates, temperatures and pressures, Engineering Fracture Mechanics. 21 (1985) 31-48.