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Physical and engineering parameters of the soil are shown in Table 1, expansion and contraction parameters in Table 2.
Expansive Soil Problems in Engineering Construction, China Building Industry Press, Beijing, 1997
[2] Proc of the Inter Conf on Engineering Problems of Regional Soils.
Xu, Slope stability of expansive soil under fissure influence, Journal of Geotechnical Engineering, 3 (2011) 454-459
Zhang, Effects of rain infiltration on transient safety of unsaturated soil slope, China Civil Engineering Journal, 5 (2001) 57-61

Research on Bridge Health and Safety Monitoring System FAN Xiaochun School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan fxcfree@163.com Keywords: Bridge Health, Safety Monitoring System, Damage diagnosis techniques Abstract.
Because of the thorough research and extensive application of integrity evaluation technique based on vibration information in the fields of spaceflight and mechanical engineering, bridge engineering technicians are trying to apply this technique to bridge structures.
Journal of Structure Engineering.
Earthquake Engineering and Engineering Vibration, Vol. 23(2003), p. 61-67 [8] K.
Monitoring the Akashi Kaikyo bridge: First Experiences, Structure Engineering International.

Mechanical and acoustic emission characteristics of limestone after high temperature Gang Wu 1, 3 Deyong Wang 2 1State Key Laboratory for Geo-Mechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, 221008 , China 2School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, 800 Dongchuan Road, Shanghai, 200240, China 3 Chinese Underwater Technology Institute, Shanghai Jiaotong University, 1500 Longwu Road, Shanghai, 200231, China 1wugang@sjtu.edu.cn, 2wangdeyong@sjtu.edu.cn Keywords: High temperature; limestone; fracturing under compression; acoustic emission Abstract.
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(10):1945–1949
Chinese Journal of Rock Mechanics and Engineering，2007，26(10)：2110–2116
Chinese Journal of Rock Mechanics and Engineering，2004, 23 (14) ：2359–2364
Chinese Journal of Rock Mechanics and Engineering，2006，25(3)：492-498 [9] JIANG Hai-kun, ZHANG Liu, ZHOU Yong-sheng.

Modeling of Response of Red Sandstone in Compression and Cyclic Loading Tests Zheng Jianye 1,a 1 Class A0110091, School of Civil Engineering and Mechanics, Shanghai Jiaotong University, Shanghai 200240, P.R.CHINA.
Journal of Geotechnical and Geoenvironmental Engineering, Vol.129 (2003), p. 206 [4] C.S.Desai, M.ASCE and M.O.Faruque: Constitutive model for (geological) materials.
Journal of Geotechnical Engineering, Vol.119 (1993), p. 714 [9] C.S.Desai, Fellow, and ASCE, et al: Constitutive model for cyclic bahavior of clays.
Journal of Engineering Mechanics, Vol.121 (1995), p. 648 [11] Inn-Joo Park and C.S.Desai: Cyclic behavior and liquefaction of sand using fully adjusted state concept.
Chinese Journal of Rock Mechanics and Engineering, Vol.22 (2003), p. 1581

As one of vibration control technologies, damping technology in concerning with the low damping property of bridge structure has been widely applied in bridge engineering for it can improve the damp of bridge structure dramatically [2].
The rational parameters are selected in accordance with structural dynamic property to obtain the optimal result of dynamic mitigation in the real engineering applications.
Nevertheless, with the speed exponent α increasing, the damping force decreases. 4) As for specific situations of practical engineering are different, the selection of optimal damping parameters is various also.
KSCE Journal of Civil Engineering, 2003, 7(6):701~716 [2] Mohammad Reza Dehghan Nayeri.
Earthquake Engineering and Engineering Vibration, 2005, 25(6):146~151 [4] Yozo Fujino.

Analysis on Deformation Failure Mechanism of an Open-pit Landslide Fei Zhang1,a, Jing Cao1,b, Huimin Zhao1 1Department of Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, 650500, China; azhangjingwen126@126.com, bcjlb117@sina.com Corresponding author: Cao Jing (1966- ), Male, Hmong, Doctor, Professor, mainly engaged in researching of Environmental Geotechnical Engineering.
Conclusions The conclusions can be drawn through engineering geology condition, influential factors and deformation mechanism of the open-pit mine
Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3):433-454
Engineering Geology, 1998, 51(1):1~36
Hydrogeology and Engineering Geology, 2000, 27(5)：1-4

Study on Safety Risk Identification System (SRIS) for Metro Construction ZHANG Li-mao1,a, WU Xian-guo1 1School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China azhlm0902@foxmail.com Keywords: Safety risk; Metro construction; Risk identification; Knowledge base; Expert system Abstract.
Engineers and technicians, both in China and abroad, have done a lot of research.
In recent years, Expert system technology has expanded broader application in subway engineering, such as tunnel construction design [6], stability evaluation [7], and so on.
Match the engineering parameters with the Fact Base, and then the credibility of the evidence CF(e) can be obtained
Proceedings of 2010 International Conference on Computational Intelligence and Software Engineering[C]．2010，658-665

Stability Analysis of Loess Slope with Hidden Hole by Numerical Methods Dejian Li1,2,a, Jitao Zhao1,2,b , Chuanyou Pang1,2,c ,Guojia Zang1,2,d 1 State Key Laboratory for GeoMechnics and Deep Underground Engineering, Beijing 100083, China 2 School of Mechanics & civil engineering China University of Mining & technology, Beijing 100083, China alidj@cumtb.edu.cn, bzhaojitao888@163.com, cpangchuanyou@sina.com, dzangguojia112108@163.com Keywords: Loess Slope, Hidden Hole, Numerical Simulation.
Jia at the State Key Laboratory for Geomechanics and Deep Underground Engineering.
[3] Xi'an Li: The causes of the loess hidden hole and effects of the highway engineering disasters.
[8] Qiangbing Huang,Jianbing Peng:Hydrogeology & Engineering Geology, (2007)p.1-5 (In Chinese)
[10] Luyu Zhang,Yingren Zheng and Shangyi Zhao:Journal of Hydraulic Engineering, (2003)p. 21-27(In Chinese)

The 14th World Conference on Earthquake Engineering.
Journal of Earthquake Engineering and Engineering Vibration 29:5,164-169.
China Civil Engineering Journal, 46(S2):294-300.
The 15th World Conference on Earthquake Engineering (15 WCEE).
Investigation and Analysis on Seismic Damage of Masonry Buildings Subjected to Wenchuan Ms=8.0 Earthquake, Key Engineering Materials, Vols.452-453.pp 101-104

Bridge bored pile construction management and accident treatment Yonghong Zhang 1, a, Lijun Tang2,b, Ning Wang3,c 1Dept of Civil Engineering, Huaihai Institute of Technology, Lianyungang 222005，China 2 N0. 4 Engineering Company LTD.of CCCC First Harbor Engineering Company LTD., Tianjin 300456, China 3 N0. 2 Engineering Company LTD.of CCCC First Harbor Engineering Company LTD., Qingdao 266071, China a13505138814@126.com, bwangning_0402@126.com, cqdltlj@126.com Keywords: Bored pile; construction management; accident treatment Abstract.
Preface Bored pile is critical, occupies an important position in the whole bridge engineering, can be said that, the pile can be completed, the project quality assured half.
Bored pile construction technology is not complex, although discreet, prevention and control, sometimes still unavoidable accident, pile is an underground engineering, processing is difficult, time-consuming, high cost, big moves, seriously affect the quality of the project, so each project each pile construction still be always on tenterhooks, want to control good pile quality.
D.Conclusion The filling pile construction craft, construction and testing equipment constantly updated, method of accident treatment also improved in the number and, engineering and technical personnel to study concluded, the practical and feasible construction scheme, construction at the same time, must be careful, many accidents are caused by careless.
Good preparation, strengthening inspection, perfect accident disposal of three links, can greatly reduce the occurrence of accidents and reduce accident influence, also can greatly improve the quality of the project, to speed up the progress of the project, save the engineering cost.