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The Evaluation of Stability of Rock Mass Slope Based on The Block Theory and DDA Numerical Qiang Ma1,2 a, Guangjie Li1,b and Yuan Hong 3,c 1 College of Construction Engineering, Jilin University, Changchun, Jilin, 13000, China 2 Department of Land and Resources of Jilin Province, Changchun, Jilin, 13000, China 3School of Civil Engineering, Jilin Architectural and Civil Engineering Institute, Changchun, Jilin, 13000, China a414674772@qq.com, b lgj@jlu.edu.cn, chongyuan311@qq.com Keywords: Block theory, Numerical calculating method of DDA, Rock mass slope.
School of Civil Engineering，Wuhan University.(2004) [2] Jinhua Liu: Application of Block Theory in Stability Analysis of Engineering Rock Mass.
China WaterPower Press. (1988) [3] Cuiying Zhou, LiGuo Dong: Chinese Journal of Geotechnical Engineering.
Geotechnical Engineering World.
Vol.23 (2004) [10] Zixin Zhang, Jun Sun: Chinese Journal of Rock Mechanics and Engineering.

Numerical Simulation on Stress Transmission under Vehicle Load for Western Expressway Chi Li1, a, Jingjing Zhang2,b and Liping Gao3,c 1 Professor, College of Civil Engineering, Inner Mongolia University of Technology, NO.49 Aimin Road, Huhhot, Inner Mongolia,010051, P.R.
China 2 Graduate student, College of Civil Engineering, Inner Mongolia University of Technology, NO.49 Aimin Road, Huhhot, Inner Mongolia,010051, P.R.
China 3 Assistant Professor, College of Civil Engineering, Inner Mongolia University of Technology, NO.49 Aimin Road, Huhhot, Inner Mongolia,010051, P.R.
Sensitivity analysis of structure parameters for asphalt pavement under heavy traffic[C]. 2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011 – Proceedings,2011,5428-5430.
Roadbed and Pavement Engineering[M].

Distributed Optical Fiber in High RCC Arch Dam Project CAI De-suo1,2, TANG Hao1,3, GUO Yeshui4 1The College of Civil Engineering,Wuhan University,Wuhan 430070,China; 2College of Civil Engineering & Architecture, China Three Gorges University, Yichang, China; 3Guangxi Electric Power Industry Investigation Design and Research Institute, Nanning, China 4College of Civil and Architecture Engineering, Guangxi University, Nanning, China 1596237163@qq.com Keywords: Distributed Optical Fiber, High RCC, Arch Dam Abstract.
It has been always concerned by engineering and many scholars.
The total installed capacity of the engineering design is 180MW.
Journal of Hydroelectric Engineering, 3, 2010 [2] Duquan Li & Baojun Zhao & Li Zhang.
The Application of Optical Fiber Sensing Technology in Dam Engineering in 2010.

Research Status and Prospect of Constitutive Relation for Concrete after Freeze-Thaw Damage Jing Xu1,a , Bin Tian 1,b , Gang Xu 2,c,* and Xiaochun Lu 1,d 1College of Hydraulic & Environmental Engineering, Three Gorges University, Yichang,China 2College of Civil Engineering & Architecture, China Three Gorges University, Yichang, China a248100423@qq.com, beudiltb@ctgu.edu.cn, c185515516@qq.com, d610959591@qq.com *Corresponding author.
Introduction Concrete is indispensable material of the civil engineering, and its frost resistance is one of the most main properties of concrete engineering in cold regions.
(In Chinese) [3] Shi Shisheng: submitted to Civil Engineering Journal, Vol, 30(4)(1997),p.35.
(In Chinese) [5] Li Jinyu, Cao Jianguo,Xu Wenyu: Journal of Hydraulic Engineering, Vol, (1)(1991),p.41.
[12] Wang Licheng, Liu Hanyong: submitted to Journal of Hydraulic Engineering, Vol, 37(2)(2006),p.189.

Strength Properties and Toughness Indices of Hybrid Polymeric Fibre Reinforced Renewable Oil Palm Shell Concrete Ming Kun Yew1,a*, Ming Chian Yew2,b, Bee Chin Ang3,c, Jing Han Beh4,d and Foo Wei Lee1,e 1Department of Civil Engineering, Lee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Cheras, Kajang 43000, Malaysia. 2Department of Mechanical and Material Engineering, Lee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Cheras, Kajang 43000, Malaysia. 3Department of Chemical Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur, 50603, Malaysia. 4Department of Architecture and Sustainable Design, Lee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Cheras, Kajang 43000, Malaysia.
The compression testing machine used was an ELE (Engineering Laboratory Equipment) with a load capacity of 3000 kN running at a pace rate of 3.0 kN/sec, in accordance with BS EN 12390-4:2009.
Asian Journal of Civil Engineering, 6(6), 533-547
European Journal of Environmental and Civil Engineering, 24(14), 2469-2488

A model of steel frame for simulating connection fractures Liu Hongbo1,3,a , Xu Longjun2,b ,Li Shuang3,c，Shao Yongsong3,d 1 School of Civil Engineering and Architecture, Heilongjiang University, Harbin 150080, China 2 Department of Civil Engineering, Harbin Institute of Technology at Weihai, Weihai 264209, China 3 School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China a interdage@163.com, bXulongjun80@163.com, clleshuang@163.com dhitsys@163.com Key words: welded steel moment frame structures; seismic damage; computer simulation; panel zone Abstract: Following the 1994 Northridge earthquake, widespread damages were discovered in welded steel moment frame buildings.
K., Secil E.: Engineering Structures.
H.: Engineering Structures.
L.: Key Engineering Material.
D.: Journal of structural engineering.

Pre-Crack Behaviours of Cement Paste Containing Bacillus pseudofirmus ATCC 700159 Rachit Lomsri1,a, Athika Wongkvanklom2,b, Prinya Chindaprasirt3,c, Ampol Wongsa3,d and Duangkanok Tanangteerapong4,e 1Dept. of Chemical Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand 2Dept. of Civil and Environmental Engineering, Kasetsart University, Chalermphrakiat Sakon Nakhon Province Campus, Sakon Nakhon 47000, Thailand 3Sustainable Infrastructure Research and Development Center, and Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand 4Sustainable Infrastructure Research and Development Center, and Department of Chemical Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand arachit.enchem@gmail.com, bathika.w@gmail.com, cprinya@kku.ac.th, dampol_wongsa@kkumail.com, eduangkanok@kku.ac.th Keywords: biocement; compressive strength; bacillus pseudofirmus; self-healing
The authors would like to acknowledge the financial supports from Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Thailand.
Sharma: Themed Section: Engineering and Technology Vol. 22016. p. 6–13, 2016

Research on Seismic Behaviors of Geotechnical Structures and Seismic Earth Pressure[D].Changsha: School of Civil Engineering of Central South University,2011.
Journal of soil Mechanics & Foundation ASCE, 1967, 93(4): 529~549 [10] Mononobe N.Considerations into earthquake vibrations and vibration theories[J].Journal of the Japan Societyof Civil Engineers,1924,10(5): 1063-1094
Journal of the Japan Society of Civil Engineers, 1924,10(5):1277-1323
Calculation Method of Seismic Earth Pressure of Clay [J].Port & Waterway Engineering, 1980, (8):7-13.
Hangzhou: Institute of Geotechnical Engineering of Zhejiang University,2010.

Student, Department of Civil Engineering, BITS Pilani Hyderabad Campus, Hyderabad 500078, Telangana, India 2Lecturer, Department of Civil Engineering, BITS Pilani Hyderabad Campus, Hyderabad 500078, Telangana, India adrc1807@gmail.com, bhridyesh.tewani@gmail.com, ckalyan@hyderabad.bits-pilani.ac.in *Corresponding Author Keywords: Linear Elastic Fracture Mechanics, Stress Intensity Factor, Size Effect, Abaqus/CAE, Finite Element Analysis, Quasi-brittle material, Three-point bend test.
Ohlsson, Fracture Mechanics Applications to concrete structures, Division of Structural Engineering, Department of Civil and Mining Engineering, Luleå Institute of Technology, Sweden, 1995
Engineering Fracture Mechanics, 35.1-35.3 (1990) 587-598
Journal of Structural Engineering, 120.4 (1994) 1255-1271
Structural Engineering and Mechanics, 48.1 (2013) 17-39

Application Technology of Bamboo Reinforced Concrete in Building Structure Zhao Weifeng1, Zhou Jing1, a, Bu Guobin1 1School of Civil Engineering and Mechanics Xiangtan University Xiangtan, Hunan Province 411105, China ajingzhchina@163.com Index Terms: Building structure; bamboo reinforced concrete; reinforcement; application; structural element.
Earlier study of bamboo used as reinforcement in concrete structural elements was carried out in US army engineer waterway experiment station in 1964 [1].
Rush, “Bamboo reinforced concrete construction,” US Naval Civil Engineering Laboratory, Port Hueneme, California, USA, 1966.http://www.romanconcrete.com/docs/bamboo1966/
Zhu, “Check of bamboo reinforced concrete slab,” Engineering Mechanics, vol.19, pp.383-387, 2001.
Takami, “Applicability of bamboo as reinforcement for concrete,” Proceedings of Civil society, vol.65, no.2, pp.190-195, 2009.