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References [1] Jiaou Chen, Bin Ye, Sujie Guo:Detecting clay′s micro-structure and engineering properties of PRD[J].
Chinese Journal of Rock Mechanics and Engineering,2000,19(5):132–136(In Chinese)
Port and Waterway Engineering,1999,(5):3–7(In Chinese)
[5] Yan Wan, Yiwen Deng ,Lingzhi Liang:Triaxial Compression Test Study of Anisotropism to Guangzhou Soft Clay[J].Rock and Soil Mechanics Guangdong Architecture Civil Engineering, 2009, 1:26–28(In Chinese)
Chinese Journal of Geotechnical Engineering,2010,32(2):285–290(In Chinese)

And then it established and analyzed the relationship between the two to contrast those timber species so as to provide engineers with some reference in selecting timber glulam.
Therefore, one attempt to make the transition of the ecological building materials in civil engineering materials is the study of properties and production technique of glulam.
In the majority of the tests, glulam beam of 70 mm × 150 mm × 3000 mm (width × depth× length) [1] were used in order to meet practical engineering requirements.
Liu Qingwei, Yang Huifeng, in: Experimental study on flexural behavior of engineered wood beams.
Yang Huifeng, Liu Weiqing, Jiang Dongmei, Dong Guoqing, in: Study on Material and Structural Behaviors of Engineered Wood Composite Beams

Supporting Measure and the Effect Evaluation of the Unstable Foundation Pit Shangyu HAN1, a, Jing XIONG1, b, Yi ZHANG1, c 1School of Civil Engineering and Architecture, Nanchang Hangkong University, Nanchang, China, 330063 ahanshangyu1979@126.com, bxjing91@163.com, c879950371@qq.com Keywords: unstable foundation pit, supporting measures, finite element method(FEM), safety factor Abstract: It is relatively common that the instability of foundation pit issue in the current process of building construction.
The Establishment of the Finite Element Model Based on the engineering geological survey report, to determine the main physical and mechanical parameters of soil are shown in table 1.
Conclusion During the construction process of unstable foundation pit engineering, there will be instability foundation pit accident due to insufficient safety margin.
Acknowledgements This work was financially supported by the National Inland River Channel Improvement Engineering Technology Research Center and the Leading Laboratory of Hydraulic Engineering of Ministry of Education Open Fund Project.
[5] Guobin LIU, Weidong WANG: Foundation Pit Engineering Manual (Second Edition), 2009.

Research of the refrigeration system of atmospheric bridge type water steam jet vacuum and engineering application Feng Yan-feng1, a, Wei Jiu-hong2 , Wei Hua1 1 College of Civil Engineering, Shenyang University of Technology, Shenyang, Liaoning, 110870 China 2 Liaoning Jet Engineering Energy Technology Co.
Fig.1 System flowchart Engineering application High temperature gas of coking generates low pressure steam on the ascending tube by the device in the coking and gas purification process, then the steam is used cooling to cooling Water of primary cooler, so as to achieve efficient energy use and coking plant conservation purpose, at the same time, realizing the comprehensive balance of coking plant feed water.
Industrial & Engineering Chemistry, 1977, 16 (4) ：429—436

Traffic construction of soft soil foundation engineering manuals. 2001
Soil Engineering and Foundation [J]. 1997.11(1): 21-24
Journal of Engineering Geology [J]. 2010.18(6): 906~912
Journal of the Geotechnical Engineering Division: American Society of Civil Engineering [J]. 1975, 101(S):423～438
Port Engineering Technology [J]. 2008.10: 43~47.

However, the science research and engineering application of carbon fiber reinforced concrete is relatively few.
We anticipate that the research can offer certain reference for engineering practice.
It is a kind of ideal modern fiber and its applications in the field of civil engineering material can improve the performance of concrete greatly.
It meets the actual needs of engineering applications.
Mechanics and Material Engineering for Science and Experiments- Proceedings of International Symposium of Young Scholars on Mechanics and Material Engineering for Science and Experiments.

Dynamic Response in ALF Aggregate Base Asphalt Pavement Zhuang Chuan-yi1,2,a, Shen Ai-qin2,b,Wang Lin3,c 1Department of Civil Engineering, Shandong Jiaotong University, Jinan250023, Shandong, China 2Key Laboratory of Special Area Highway Engineering of Ministry of Education ,Chang’an University, Xi’an 710064, China; 3 Key Laboratory of Expressway Maintenance Technology of Ministry of Transport (Jinan)，Jinan 250031,China ajcc1717@sina.com,bsaq6305@163.com,csddot@163.com Keywords：road engineering, pavement dynamic response, vertical compressive stress, horizontal longitudinal strain, ALF, axle load, vehicle speed Abstract: In order to evaluate pavement dynamic responses accurately under truck loading, the full-scale asphalt pavement accelerated loading facility (ALF) was used. 10 strain gauges and 2 soil pressure cells were installed; temperature sensors were also installed in the different depth of the HMA layer.
Transactions of the Chinese Society of Agricultural Machinery, 34(1): 11-13(2003, In Chinese) [3] Zhong-hong Dond, Peng-min Lv: Theoretical Research of the Dynamic Response of Asphalt Pavement Structure under Traffic Loads, Journal of Zhengzhou University(Engineering Science), 28(4):88-91,95(2007, In Chinese) [4] Hong-chao Zhang, Li-jun Sun: Development and Analysis of Premature Failures of the Asphalt Pavements.
Journal of Tongji University(Natual Science) , 34(3):33l-334 (2006, In Chinese) [5] Siddharthan Raj V, Sebaaly Peter E, EL-Desouky Maqdy, Strand Dan, Huft David: Heavy Off-road Vehicle Tire-pavement Interactions and Response, Journal of transportation engineering, 131(3):239-247(2005) [6] Nan-xiang Zheng, Si-sheng Niu and Xin-quan Xu:Temperature, Axle Load and Axle Load Frequency Model of Rutting Prediction of Heavy-duty Asphalt Pavement.China Journal of Highway and Transport, 22(3): 7-13(2009, In Chinese) [7] Zhi-guang Guan, Ming-xing Lin and Xu-guang Wang: Design on Highway Accelerated Loading Testing Facility.
Journal of Traffic and Transportation Engineering, 8(3):37-42(2008, In Chinese) [9] Yong-shun Yang, Lin Wang, Jin-cheng Wei and Shi-jie Ma: Typical Pavement Structure Dynamic Response Data Collection and Analysis under Heavy Vehicle Loading.

Analysis of structural reliability based on stochastic response surface method Liu Ying a College of civil and Architectural Engineering, Nanchang Institute Technology, Nanchang 330099, China adream_2005@126.com Keywords: reliability; stochastic response surface method; random variables; response surface Abstract.
System reliability developments in structural engineering[J].Structural Safety, 1982,1(1):3-13

Member Stability Calculation and Analysis of the Unit Glass Curtain Wall YongTao GAO 1,2, a ,Xiao HU 1,2, b 1 State’s Key Laboratory of Geohazard Prevention & Geoenvironment Protection, Chengdu, 610059,China 2 School of Environment & Civil Engineering, Chengdu University of Technology, Chengdu, 610059,China agaoyongtao302@163.com, bhuxiao@cdut.cn Keywords: unit glass curtain wall; stability of member; aluminum alloy member Abstract.
Technical Code for Glass Curtain Wall Engineering.

Study on Effect of Silo Wall Elasticity on Lateral Pressure Ratio Changbing Chen Department of Civil Engineering, Hefei University, Hefei 230022, China ccbahhf@163.com Keywords: Lateral pressure ratio, Silo, Wall elasticity, Stored materials, Bulk materials Abstract.
In Proc. 2nd International Conference on Soil Mechanics and Foundation Engineering,Rotterdam,June 21-30 (1948),Vol. 1,p103-107