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Case study of a failed slope of a port in southern China Yonghua Cao1, a, Chuanzhi Huang2,b 1CCCC-Tianjin Port Engineering Institute, Ltd., 1002, Dagunan Road, Tianjin, China; Key Laboratory of Geotechnical Engineering, Ministry of Communication, Tianjin, China；Key Laboratory of Geotechnical Engineering of Tianjin, China 2CCCC-Tianjin Port Engineering Institute, Ltd., 1002, Dagunan Road, Tianjin, China; Key Laboratory of Geotechnical Engineering, Ministry of Communication, Tianjin, China；Key Laboratory of Geotechnical Engineering of Tianjin, China acaoyonghua@126.com, b chechcz@163.com Keywords: case study, slope, safety factor, stability, progressive failure Abstract.
Introduction Natural or artificial slopes exist widely in civil engineering practice.
The stability of slope is an classical tropic of soil mechanic and geotechnical engineering.
The multi sliding surface method is recommended in “Code of Ground in Port Engineering” (JTS147-1-2010), which is a industrial standard of China.
[6] Zhao Shang-yi, Zheng Ying-ren, et al: Chinese Journal of Geotechnical Engineering, Vol. 24(2002), p.343.

Scattering of Out-of-plane Line Source Load by Shallow-embedded Circular Lining Structure and Crack in Half Space Zailin Yang1,2a , Huanan Xu1,b , Meijuan Xu 1,c , Baitao Sun2,d 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, 150001, China 2 Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China a yangzailin00@163.com, b hntiger_86@126.com,c meijuan242@163.com,d sunbt@iem.net.cn Key words: Scattering of SH wave; Shallow-embedded circular lining structure; Crack; Dynamic stress concentration factor; Dynamic stress intensity factor Abstract.
Moreover, it has extremely important significance in earthquake safety for the protection of lives and property, as well as the normal operation of city life .The model of lining structure is a common one in practical engineering.
In Fig. 5, the value of DSCF decreases with the inAcknowledgements This Work was Supported by Chinese National Natural Science Foundation(10972064), the Foundation of China Seismological Bureau Earthquake Engineering and Engineering Vibration Key Laboratory（2009A06）and the Foundation of Heilongjiang Fiber Optic Sensors Science and Technology Key Laboratory (Harbin Engineering University)(2008GX05).
Journal of Harbin Engineering University. 2002, 23(6):43-47
Earthquake Engineering and Engineering Vibration. 2008,28(4):1-5.

Engineered Properties of Sustainable Cement-based Composites Containing Recycled Rock Wool and Supplementary Cementitious Materials Wei-Ting Lin1,2,a, Ta-Yuan Han3,b, Yuan-Chieh Wu1,c, An Cheng2,d, Ran Huang3,e and Tsai-Lung Weng4,f 1Inst. of Nuclear Energy Research, Atomic Energy Council, Executive Yuan, Taoyuan 325, Taiwan 2Dept. of Civil Engineering, National Ilan University, Ilan 260, Taiwan 3Dept. of Harbor and River Engineering, National Taiwan Ocean University, Keelung 202, Taiwan 4 Physics Division, Tatung University, Taipei 104, Taiwan awtlin660605@gmail.com, bpjchan16@ms42.hinet.net, cycwu@iner.gov.tw, dancheng@niu.edu.tw, eranhuang@mail.ntou.edu.tw, fwengabc@ttu.edu.tw Keywords: Sustainability, Waste Treatment, Strength, SEM observation.

Study on the Correlation between Cone Resistance and Soil Density using Centrifuge Robot CPT Qinglei Sun1, a, Yujing Hou1,b , Xuedong Zhang1,c and Ren Peng2,d 1 Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research (IWHR), Beijing, 100048, China 2 Department of Civil Engineering, Beihang University, Beijing, 100191, China a sunql07@163.com, b houyj@iwhr.com, c ytzxd@iwhr.com, d pengfaren@163.com Keywords: Centrifuge test, CPT, Soil density, Cone Resistance, Robot Abstract.
Guide to Cone Penetration Testing for Geotechnical Engineering[M].
Applications of Technical Achievements in Cone Penetration Test in Engineering [J].
Foundation Engineering (2)[M].
Development of CPT and its application in geotechnical engineering [J].

Bond Strengths of Geopolymer and Cement Concretes Prabir Sarker School of Civil and Mechanical Engineering, Curtin University of Technology, Perth, Western Australia p.sarker@curtin.edu.au Keywords: beam end specimen, bond strength, geopolymer concrete, pull-out test.
Acknowledgements The author gratefully acknowledges the contributions of Rocky Vasile, Aidan Grigg and the laboratory technicians of the Department of Civil Engineering, Curtin University of Technology to carry out the experimental works.

Indoor Environment and Energy Performance of Office Buildings Equipped with a Low Temperature Heating / High Temperature Cooling System Dušan Petráš1, Michal Krajčík1,a, Jozef Bugáň1, Emília Ďurišová1 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 81368 Bratislava, Slovakia amichal.krajcik@stuba.sk (corresponding author) Keywords: low temperature heating, high temperature cooling, energy performance of buildings, evaluation of indoor environment Abstract Energy performance and indoor environment were investigated in two modern office buildings equipped by a low temperature heating and high temperature cooling system.
Ďurišová, Evaluation of indoor environment with low temperature heating / high temperature cooling systems, Ph.D. thesis, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Bratislava, 2012

Influence of Weight on Ecological Security Assessment of Urban Atmospheric Environment Xiaofeng Yu1, a ,Peng Peng 2,b and Yi Tang3,c 1College of Architecture & Civil Engineering, Hunan University of Arts and Science, Changde, Hunan, China, 415000 2College of Architecture & Civil Engineering, Hunan University of Arts and Science, Changde, Hunan, China, 415000 3Changde Environmental Monitoring Station, Changde, Hunan, China, 415003 ayxf651225@sina.com, bcopenhagen0603@yahoo.cn, ccdwgk2010@163.com, Keywords: Ecological Security; Atmospheric Environment; Index System; Assessment; Urban Abstract: With the accelerated development of urbanization human’s activities are playing an increasing negative impact on ecological security of atmospheric environment especially for urban movement.

C. 1,b,*; Toledo Filho, R.D. 1,c 1Civil Engineering Department, COPPE, Universidade Federal do Rio de Janeiro, P.O.
Dissertação de Mestrado - Laboratório de Estruturas do Programa de Engenharia Civil da COPPE – Universidade Federal do Rio de Janeiro, Rio de Janeiro, RJ, 2005
Dissertation, Department of Civil Engineering, Federal University of Rio de Janeiro; 2004

Numerical Analysis of the Influence of the Parameter of Ductility of Reinforcing Steel on the Behaviour of Single-Span Reinforced Concrete Beams from the Viewpoint of Experimental Investigations WIECZOREK Miroslaw 1,a* 1Department of Building Structures, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 st.,44-100 Gliwice, PL amiroslaw.wieczorek@polsl.pl Keywords: concrete structures, numerical modelling, steel with high and low ductility, flexural failure, shear failure Abstract.
Wieczorek, Research of reinforced concrete beams reinforced for shear with steel of different ductility, LIII Conference on Scientific problems of civil engineering, Wrocław - Krynica 2007.

Study on the Conception and Methods of Constructing Ecological Corridors of Weihe River System in Xi’an Area Dingqing Zhang 1, a, Junjie Li 2,b, Xianxian Dang3,c 1 Associate Professor, School of Human Settlements and Civil Engineering of Xi’an Jiaotong University, China 2 Ph.
D Candidate, School of Architecture of Tsinghua University, China 3 Lecturer, School of Human Settlements and Civil Engineering of Xi’an Jiaotong University, China a zhangdq@mail.xjtu.edu.cn, b qiqiyu_ljj@qq.com, c dang-xx@163.com Keywords: Weihe river system; ecological corridors; methods of construction Abstract.