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Case Study on Soft Foundation of Coastal Saline Soil Jun sun1, a , Haijun Chen2,b , Sihai Wang2,c and Hongmei Li1,d 1College of Civil Engineering and Architecture, East China Jiaotong university, Nanchang 330033, China 2Nanjing Hydraulic Research Institute, Nanjing, Jiangsu 210029, China A805682976@qq.com, b839189877@qq.com, c61215839@qq.com, d1004459382@qq.com Keywords: surcharge preloading; drainage consolidation; coastal saline soil; monitoring; test.
By saline soil engineering classification, it can be seen that the foundation soil belongs to weak chlorine saline soil(0.3﹪-1.5﹪) before the roadbed reinforcement.
The engineering examples prove that the treatment measures are effective, it can be used in the similar projects for reference.
Engineering properties of coastal saline soil.
The construction method of the saline soil area subgrade [J].Engineering design , construction and management .2014 (1): 122.

GIS-based Landslide Susceptibility Analysis-Taking Middle and Upper Reaches of Nujiang River for Example Fengqiang Wu1,a, Weihong Wang1,b and Sansheng Zuo2,c 1College of Resources and Environment, Southwest University of Science and Technology, Mianyang, Sichuan, 621010, China 2Institute of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, Sichuan, 610059, China agis3s@163.com, bwangweihong@swust.edu.cn, czuos1967@163.com Keywords: Certainty Factor, Spatial Analysis, GIS Abstract. 65 landslides were interpreted from multi-source satellite image and investigation.
Chinese Journal of Rock Mechanics and Engineering, Vol.21,pp.1368-1371,Sep.2002
Liu, et al, “Spatial probability analysis of landslide based on GIS technology,” Chinese Journal of Rock Mechanics and Engineering, Vol.23,pp.911-914,2004
Li, “Fault effect analysis of geo-hazard triggered by Wenchuan earthquake”, Journal of Engineering Geology, Vol.17, pp.19~28,2009
J., “The exodus evacuation model applied to building evacuation scenarios,” Journal of Fire Protection Engineering, Vol.8, pp.65-84, 1996

SHPB test on dynamical mechanical behavior of concrete with high temperature Bin Jia 1, a, Yang Fan 1, b, Sun Kun-lin 1, c* and Ruheng Wang1, d 1School of civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, China a532870827@qq.com, b392475627@qq.com, c2794887@qq.com, dwangruheng@swust.edu.cn Keywords: concrete, high temperature, SHPB, Dynamic mechanical behavior Abstract.
The SHPB high-temperature experiment in this paper is completed in the structural mechanics research institute of China Academy of Engineering Physics.
[5] Tang T, Malvern L E, Jenkins D A., Rate effects in uniaxial dynamic compression of concrete, Journal of Engineering Mechanics,1992,118(1):108-124
[9] Tao Junlin, An investigation onsome issues of SHPB technique, PhD thesis, China Academy of Engineering Physics, Mianyang, 2005.02
[10] Tang T, Malvern L E, Jenkins D A, Rate Effects in Uniaxial Dynamic Compression of Concrete, Journal of Engineering Mechanics, 1992,118(1):108-124

Why Pursue A PRTR According to the World Resource Institute Report, three main forces have triggered pursuing a PRTR are: 1) the urgency of environmental problems; 2) the increase of activism in civil society; and 3) the developments in information technology and means of communication [7].
In detail, the general calculation methods include: mass balance, engineering calculations, direct measurement (monitoring) and emission factors.
For other errors that exit in the database of the Toxics Release Inventory Processing System (TRIPS) yet not revised, the US Environmental Protection Agency (US EPA) may take enforcement action to improve the accuracy of the data, or impose civil administrative penalties on facilities for the following reasons: omitting major source of emissions, not using the most readily available information, no reporting records or other reasons, such as mathematical or transcriptional or typographical errors [14].

Earthquake engineering and engineering vibration, 2009 (01) : 50-57
Structural Engineer .2010 (02) :119-125
Journal of central south highway engineering. 2007 (02) : 82-85
Journal of engineering mechanics. (01) : 2011-54
Earthquake engineering [M].

Transmission tower optimization design has been one of the most active branches of structural engineering in the last decade[3].
From this perspective, it will take great advantages in the efficiency of solving structural shape optimization about a real engineering.
Optimum design of engineering structures.
[J]China Civil Engineering Journal.2007,40(2):39~46,In Chinese
Optimal design of skeletal structures using ant colony optimization, International Journal of Numerical Methods for Engineering, No. 70,5(2007)563~81

Seismic capacity of buildings, especially for civil houses, however, had been not paid much attention.
Results show that maximum relative error of displacement is nearly 3 percent, which can be accepted in engineering.
Goel, and Chatpan Chintanapakdee: Journal of structure engineering.
Dynamics of structures:Theoryand Applications to Earthquaker Engineering(Third Edition),BJ(2009) [4] Alemdar, B.
Chopra:Journal of structure engineering.

Seismic dynamic model tests on tunnel lining passing through the fault Jia-mei Zhou1,a, Qi Yan1,b, Guo-wang Meng1,c 1Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China atmzjm@swjtu.edu.cn, b794277902@qq.com, c878223535@qq.com Keywords: Seismic; Tunnel lining; Faults; Model test; Shaking table Abstract: The seismic behaviors of tunnel lining passing through the fault are studied by means of large-scale shaking table tests under the load of Wolong- seismic wave.
Journal of Engineering Geology.2008.16(6)742-742 [3] Yu Xiang.
Structural Engineers.2006.20(6).55-58 [8] She Jian.
Chinese Journal of Rock Mechanics and Engineering.2005.24(11).1 978–1 985
World Earthquake Engineering. 2004. 20(4).11-14

Reliability Engineering & System Safety Vol. 46(2) (1994) 159-169 [7] S.
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Proceedings of the Institution of Mechanical Engineers Part D, Journal of Automobile Engineering Vol. 216(D6) (2002) 455-471
Proceedings of the Institution of Mechanical Engineers Part D-Journal of Automobile Engineering Vol. 219(2) (2005) 165-182

Goda, Randon Seas and Design of Maritime Structures, World Scientific Publishing, Advanced Series on Ocean Engineering, v. 15, 2010
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Larsen, An Efficient Finite-Difference Approach to the Mild-Slope Equation, Coastal Engineering. 11 (1987) 329-351
Losada, RANS modeling applied to random wave interaction with submerged permeable structures, Coastal Engineering. 53 (2006) 395 – 417
Dalrymple, Water Wave Mechanics for Engineers and Scientists, World Scientific Publishing, Advanced Series on Ocean Engineering, v. 2, 1991.