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Ponthot: Computer Methods in Applied Mechanics and Engineering, Vol. 193, pp. 4323-4353 (2004) [9] R.
Ponthot, in: Modelling in Mechanical and Civil Engineering.
Benson: Computer Methods in Applied Mechanics and Engineering, Vol. 72, pp. 305-350 (1989) [12] D.
Benson: International Journal for Numerical Methods in Engineering, Vol. 75, pp. 1549-1580 (2008) [13] J.

Investigation and analysis on Seismic Damages of Mountain Tunnels Subjected to Wenchuan earthquake Shuangjiang Tao1,2,a, Bo Gao1,b, Yumin Wen1,c , Xiang Zhou1,d 1School of civil Engineering, Southwest Jiaotong University, Chengdu, China 2Sichuan Provincial Communications Department Highway Planning, Survey, Design & Research Institute ayizhupx@126.com, bProfgao@163.com, ccdz1314@yahoo.com, dcdz1314@126.com, Keywords: Wenchuan earthquake; mountain tunnels; seismic hazards; corresponding measures Abstract: Wenchuan earthquake of May 12 struck China with amazement in 2008, which inflicted the devastating destruction to the public transport infrastructures in Sichuan province.
Rozen, Damage to rock tunnels from earthquake shaking, Geotechnical Engineering and Mechanics, ASCE, (1978) 175-191 [2] H.B.
Okamoto, Introduction to earthquake engineering, 2nd ed., University of Tokyo Press, Tokyo, 1984 [8] S.
Okamoto, Introduction to earthquake engineering, University of Tokyo Press, Tokyo, 1973 [9] H.

3D Visual Technology of Geo-Deformation Disasters Induced by Mining Subsidence Based on ArcGIS Engine YANG Ke-ming, MA Jun-ting, PANG Bo, WANG Yi-bin, WANG Ran, DUAN Meng-ting College of Geoscience and Surveying Engineering, China University of Mining & Technology (Beijing) Beijing 100083, China ykm69@163.com Keywords:Mining subsidence; geo-deformation prediction; ArcGIS Engine; ComGIS programming; 3D Visualization Abstract.
Introduction Underground mining is often the cause of considerable damage to structures located within the area of influence of underground mining works, such that can cause ground subsidence and deformations [1], and civil buildings in these areas do not always withstand these movements and deformations, and may suffer severe structural damage [2].
Homand, “Taking the soil–structure interaction into account in assessing the loading of a structure in a mining subsidence area,” Engineering Structures, Vol. 25, 2003, pp. 435-448
Lopez-Sanchez, et al., “Advanced DInSAR analysis on mining areas: La Union case study (Murcia, SE Spain),” Engineering Geology, Vol. 90, 2007, pp. 148-159
“Prediction of subsidence due to coal mining in Raniganj coalfield, West Bengal, India,” Engineering Geology, Vol. 39, 1995, pp. 103-111

Model of Interval Multi-objective Planning of Land-use and Its Application: Transactions of the Chinese Society of Agricultural Engineering Vol. 24 (2008), p. 68-73
Land Use Change in Loess Hilly Region Based on CA-Markov Model: Transactions of the Chinese Society of Agricultural Engineering Vol. 26 (2010), p. 297-303
Modeling and Methodological Strategy of Discrete Element Method Simulation for Tillage Soil Dynamics: Transactions of the Chinese Society of Agricultural Engineering Vol. 19 (2003), p. 34-38
Investigation on Urban Construction Land Use with a New Structure Optimization Model: SD-MOP Integrated Model: China Civil Engineering Journal Vol. 44 (2011), p. 129-135

Jalil3,c 1Faculty of Applied Sciences, Universiti Teknologi MARA (UiTM), 40450 Shah Alam, Selangor, Malaysia 2Institute of Infrastructure Engineering and Sustainable Management, Universiti Teknologi MARA (UiTM), 40450 Shah Alam, Selangor, Malaysia awanhazira@gmail.com, bzakiahah@hotmail.com, cashariaj@gmail.com Keywords: Glulam, Malaysian hardwood timber; Bending strength; Delamination; Shear glue line Abstract.
Introduction Glued-laminated timber (glulam) is a structural engineered timber product manufactured by gluing together individual pieces of dimensional and strength graded timber under stringent manufacturing conditions, as per MS758:2001 [1].
Wood as an Engineering Material.
International Journal of Civil & Environmental Engineering IJCEE-IJENS, vol.11, no. 04, pp. 7 – 12.

Utilization of Waste Rubber Powder in Semi-flexible Pavement HUANG Chong1, a, HONG Jinxiang1, b, LIN Juntao1, c, DENG Cheng1, d, LI Lin1, e 1State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science, Nanjing, 210008 , China ahc20002008@sina.com(Corresponding author),bhongjinxiang@cnjsjk.cn,clinjuntao@cnjsjk.cn, dDengcheng@cnjsjk.cn, elilin@cnjsjk.cn Key words: semi-flexible pavement (SFP); large gap asphalt mixture (LGAM); waste rubber powder; rubber modified cement grout (RMCG); low temperature crack performance Abstract.
All tests were carried out according to T0719-2011, Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering [9].
International Journal of Pavement Engineering, 7(2006) 101-110
[9] Standard test Methods of Bitumen and Bituminous Mixtures for Highway Engineering (JTG E20-2011) [S].

Crack Formation and Reinforcing Techniques on Fly Ash Aerated-Concrete Peng Peng1, a, Hong Zhang2,b 1 Architecture and Civil Engineering Academy, Taiyuan University of Technology, Taiyuan, Shanxi Province, 030024, China 2School of Mechanical Engineering Academy, Taiyuan University of Technology, Taiyuan, Shanxi Province, 030024, China asxtypp@126.com, bsxczzh@126.com Keywords: fly ash aerated-concrete; block wall; crack formation; reinforcing technique Abstract.
Secondly, techniques on traditional mortar have to comply with “Code for construction and acceptance of masonry structure engineering” (gb50203-2002).
Thirdly, plaster mortar has to comply with “Code for construction quality acceptance of building decoration” (GB50201-2001), and “housing decoration engineering construction standard” (GB50327-2001).

Khan3 1,2,3King Fahd University of Petroleum & Minerals Mechanical Engineering Department, Dhahran 31261, Saudi Arabia 1nesar@kfupm.edu.sa, 2abazoune@kfupm.edu.sa, 3zukhan@kfupm.edu.sa Keywords: CPVC, natural weathering, artificial weathering, UV, tensile properties.
Knight “Consider CPVC for Process Applications”, Chemical Engineering Progress, 36-41, Dec 1994
White, "Residual Stress Distribution Modification Caused by Weathering in Polypropylene and Polystyrene", Polymer Engineering and Science, Vol. 37(2), 321-328, 1997
[12] Guang-Xin Li, Yun-Min Chen, and Xiao-Wu Tang, “Geosynthetics in Civil and Environmental Engineering” Berlin, Springer, 2008

Application of Set Pair Analysis in Water Resources Carrying Capacity Assessment Yingqin Chen Department of Civil Engineering, Hohai University Wentian College, Ma’anshan, China chenyingqin_nj@163.com Keywords: Water resources carrying capacity; Evaluation; Set pair analysis; Indicator system Abstract Water carrying capacity assessment is to reveal the relationship between water resources, population, and economy, fully use water resources, and make economic development go hand in hand with protection of water resources, which simultaneously promote sustainable social and economic development.
Consider the future direction of social and economic development, take certain engineering and non-engineering measures, can significantly improve the local water resources carrying capacity.
[8] Xianmeng Meng, Heping Hu．Application of set pair analysis model based on entropy weight to comprehensive evaluation of water quality [J]．Journal of Hydraulic Engineering, 2009, 40(3):257-262

Analysis of the Effects of Fiber Gradient Distribution on the Mechanical Properties of Moso Bamboo Kai CHEN1,a and Lian-Chun LONG1,b,* 1 College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, China akmushock@hotmail.com, blonglc@bjut.edu.cn * Corresponding author Keywords: Moso bamboo, Tensile tests, Fiber volume fraction, Gradient distribution.
Key Engineering Materials, 2006, 312: 15-20
Composites Part B: Engineering, 2001, 32(5): 451-459
Asian journal of civil engineering (building and housing), 2003, 4(1): 1-10