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Stability analysis of highway tunnel portal slope in Shiyan area Shengli Liu1, a,Wenguang Zhao1,b,Yang Zhang2,c Hejie Gao3,d,and Fangwei Fu4,e 1School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Hubei,Wuhan,430074,China; 2Tianxingzhou Highway&Bridge Investment Development Co.
The engineering geological conditions Topography.
Human engineering activities.
Human engineering activity is the important factor in induction slope slide.
Journal of Engineering Geology. 2007,16 (3):332- 337

Numerical Prediction of Wind Flow over Sinusoidal Hills Using Multigrid Method Guangbiao Jiang1, a 1 IRMME, Department of Civil Engineering and Mechanics，Central South University of Forestry and Technology, Changsha ,410004,China ajiang_gb@163.com Keywords: numerical prediction ;model; sinusoidal hills; multigrid method; Abstract.
Journal of Wind Engineering and Industrial Aerodynamics, 2008,96(5): 540-561
Journal of Aerospace Engineering, 2004,17(4): 135-145
Journal of Wind Engineering and Industrial Aerodynamics, 1995,54-55: 173-181
Engineering Journal of Wuhan University, 2004,37(04): 11-15.

Development of Floating Offshore Wind Turbine and the Mooring System ZHAO Xueliang1, a, GONG Weiming 1,b 1School of Civil Engineering, Southeast University, Nanjing, China 210096 axueliang_zhao@yahoo.com.cn, bwmgong@seu.edu.cn Keywords: floating offshore wind turbine, in-situ tests, mooring system, anchor Abstract.
Li: The Ocean Engineering.
Yang: The Ocean Engineering.
Randolph: Journal of Geotechnical and Geoenvironmental Engineering, Vol.135 No.10 (2009), p.1475
Cassidy: Ocean Engineering, Vol.38 (2011), P.818

The Optimization Model of Insulation Material of External Wall Based on Multi-attribute Generalized Connection Degree Mingwu Wang a, Guangyi Chenb , Kang Gec and Jiangfeng Yangd School of Civil Engineering, Hefei University of Technology, Hefei, Anhui, 230009, China ageotechnics@foxmail.com, b gyc.0302@yahoo.com.cn, c gekang@126.com, d hfutjfy92@163.com Keywords: Set Pair Analysis; Insulation Material; Multi-Attribute; Optimization Abstract.
The issue has already been a focus for the engineering.
In general, the multi-attribute decision making method widely adopted in engineering fields [2-5], mainly includes two types of algorithms, fuzzy set theory based and probability and statistics based.
The results from the practical example show that this proposed model is of simple, reasonable, and can avoid the distortion of traditional multi-attribute decision-making, also provides a new reference method for decision-making analysis in other engineering problems.
Jin: Chinese Journal of Geotechnical Engineering Vol. 30 (2008), p. 941 (In Chinese) [6] M.

International Roughness Index Prediction for Rigid Pavements: An Artificial Neural Network Application Ragaa Abd El-Hakim 1,a, Sherif El-Badawy 2, b 1Assistant professor, Faculty of Engineering, Delta University for Science and Technology, Gamasa, Egypt. 2Assistant professor, Public Works Engineering Department, Faculty of Engineering, Mansoura University, Mansoura 35116, Egypt.
Recently, artificial neural networks (ANNs) started to gain the attention of transportation and pavement engineers for modeling complex problems as a viable alternative to using regression techniques.
Dissertation, Department of Civil Engineering, Kansas State University, Manhattan, Kansas, 1998
Artificial Neural Network (ANN) Based Pavement Deterioration Models for Low Volume Roads in India, Chinese Society of Pavement Engineering, March 2012
Senouci, Use of Neural Network for Condition-Rating of Jointed Concrete Pavement, Advances in Engineering Software, No.23, pp.133-141, 1995. 

Springer Handbook of Engineering Statistics, London: Springer(2006)
International Journal of Reliability, Quality and Safety Engineering, 17(1)(2010), p. 27-39
Reliability Engineering& System Safety.92(6) (2012), p.719-726
Reliability Engineering& System Safety,94(2) (2009), p. 463-473
Nelson. in:Weibull prediction of a future number of failures Quality and Reliability Engineering International, 16 (2000), p. 23–26

The stress Variation and mechanism of Bearing Capacity Increment in Reinforced Foundation Pengying Yi 1, 2, a 1College of Civil Engineering, Chongqing University, Chongqing, China 2Chongqing Hi-Tech Engineering Reconnaissance & Design Institute, Chongqing, China a25488609@qq.com Key words: reinforced foundation; stress state; destroy criteria; theoretical analysis method; geometry analysis method; pseudo-cohesion; numerical simulation Abstract: For study the influence caused by geobelt and the mechanism of the strength increment in the reinforced foundation, the author analyzed stress state in each zone with reinforced and unreinforced, combined with the Mohr-Coulomb yield criterion, found the stress variation relationship between and in both foundations, which are found by the stress analysis method and geometry analysis method under the extreme state condition.
[2] Jian Zhou, Xiangli Kong, Xiaocun Wang: Chinese Journal of Geotechnical Engineering, Vol. 9(2008), p. 1265-1269, in Chinese
[4] Qiang Luo, Junyan Liu, Liang Zhang: Chinese Journal of Geotechnical Engineering Jan, Vol. 6(2003), p. 710-714, in Chinese
[5] Bo Liang, Youhai Yang: Chinese Journal of Geotechnical Engineering, Vol. 1(2008), p.123-127, in Chinese
[8] Xian-zhi Huang, Xiaohong Bai: Chinese Journal of Geotechnical Engineering, Vol. 7(2005), p. 804-807, in Chinese

Parametric Study of Beam to Column Extended Endplate Connection in Fire Meng Wang1, a 1Department of Civil Engineering, Shandong University, China ameng.sdu@gmail.com Keywords: Catenary Action; Parametric Study; Bare Steel Frame; Extended Endplate Connection Abstract.
Engineering Structures 2007;29:3485–502
Journal of Structure Engineering 2011;137(1):80–7
Engineering Structures 2010;32:2337–5 [9] Wang YC, Dai XH, Bailey CG.
Engineering Structures 2012;34:132-146 [12] EN1993-1-2.

A New Foundation Countermeasure in West Antarctica Peninsula Area Xiang Weiming 1, a, Jiang Peng2, b and Zheng Xianchang1,c 1 School of Civil Engineering, Guangzhou University, Guangzhou, PRC 2 Shenzhen Investigation and Research Institute Co.
According to the field condition, the engineering site locates in Antarctic Peninsula where the rescue work is difficult to go on and has a great international influence, so that the engineering grade of importance is A-class, because the structure failure or adverse affection to serviceability caused by geotechnical problem is serious.
The Engineering Geological Condition of the Proposed Field Drills were arranged around the two new proposed buildings in the Chinese Great Wall Station.
Characteristic of Ground Temperature and Engineering Property of Frozen Soil The climate of King George Island is milder and wetter than that of Antarctica mainland.
References [1] National Standard of the People's Republic of China. (2001), “Code for Engineering Geological Investigation of Frozen Ground (GB50324-2001”).

Durability Evaluation and Prediction of Service Life for Cement-based Grouting Materials Peng Tu*1,a, Yu-ling Hu1,b, Guo-xiang Zhang2,c 1HydroChina Zhongnan Engineering Corporation, Hunan, Changsha 410014, China ; 2College of Civil Engineering, Central South University, Hunan, Changsha 410075, China atupeng75 @163.com, bhyl3252 @163.com, czgx@mail.csu.edu.cn Keywords: Grouting; Durability evaluation; Service life; pH value; Grouting stone.
Generally, in the current corrosion resistant design of underground engineering structures, the reliability index was calculated by using the service life of 100 years as the design life estimates through the establishment of chloride ion diffusion limit state and carbide erosion limit state equation.
For the service life of a large number of underground engineering problems using grouting curtains, there is no relevant research results appeared.
In practical engineering, the corrosion of grouting stone body is often a very complex physical and chemical process of various corrosion existing at the same time.
Fuzzy comprehensive evaluation on the durability of subsea tunnel grouting materials[J].Hydrogeology and Engineering Geology, 2010,1(1): 68-71 [3] HUO Run-ke, LI Ning, LIU Dong-han.