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Li, Concrete Construction Engineering Handbook, Chapter 24, Ed.
Li, The design of cementitious composites for civil engineering applications, Japan Soc.
Civil Engineers, J.
Civil Eng. 13 (2001) 399-406
Civil Eng. 2019 (2019) 1-13

Probabilistic Safety Factor of Soil Liquefaction Sanguan Vongchavalitkul1,a 1Department of Civil Engineering, Vongchavalitkul University, Thailand a sanguan@vu.ac.th Keywords: Deterministic , Probabilistic, Liquefaction, Reliability Index, Probability of failure, Central Safety Factor Abstact The most widely used method of liquefaction prediction are perform in deterministic process.
The study case is shown that the probabilistic method given the much more information for engineering decision than the deterministic method that given only the safety factor.
Introduction All engineering usually use a factor of safety to assurance the safety of their work, as seen in civil engineering they use it to guarantee the safety of a structure.
M.: Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations.Journal Geotechnical Engineering, ASCE, 111-12, 1985, pp. 1425-1445 [4] Zhenzhong CAO, Xiaoming YUAN, Longwei CHEN : A Formula for Calculating Liquefaction Probability Based on Chinese Seismic Code, The 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China

Computer Investigation of Tensioned Fabric Structure in the Form of Enneper Minimal Surface Hooi Min YEE1, a, Haslinda ABDUL HAMID2,b and Mohd Nasir Abdul HADI3,c 1,2,3 Faculty of Civil Engineering, Universiti Teknologi MARA, 13500 Permatang Pauh, Pulau Pinang, Malaysia.
This study provides an alternative choice for engineer to consider the Enneper minimal surface, u = v = 0.4 and 1.2 to be applied in tensioned fabric structure.
Yee, in: A Computational Strategy for Form-Finding of Tensioned Fabric Structure using Nonlinear Analysis Method, Ph.D. dissertation, School of Civil Engineering, Universiti Sains Malaysia, Pulau Pinang, Malaysia (2011)

All of these are calling for high performance civil engineering materials with high strength, high ductility, and high durability.
Journal of Hydraulic Engineering.
Materials in Civil Engineering.
Engineering mechanics.
On Engineered Cementitious Composites (ECC) – A review of the material and its applications.

Reliability Analysis on Shear Capacity of Broad-limb Special-Shaped Columns WANG Tiecheng 1,2, a, CHEN Xiangshang1,3,b and ZHAO Hailong1,2,c 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory of Coast Civil Structure Safety (Tianjin University) ,Ministry of Education, Tianjin 300072, China 3College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China a wangtiecheng@eyou.com, bcxs0928@sina.com, c zhaohailong@tju.edu.cn Keywords: broad-limb special-shaped columns, earthquake action, shear capacity, reliability Abstract.
The reliability analysis on shear resistance of frame columns[J].World Earthquake Engineering, 2004,20(4).
Structural Random Earthquake action and Its Statistical Parameter [J].Journal of Harbin University of Civil Engineering and Architecture, October, 1994.
（in Chinese） [7] Zhao Chenggang, Yin Zhiqian.Combination method of earthquake action and the other loads [J].Earthquake Engineering and Engineering Vibration.

Vol. 13, July, 2013 (p. 19-28) [2] AnshulJain, Abhishek Kumar Singh, Deependra Singh, A.Sanjay Jain.Effects of glass fiber and Polypropylene fiber on the properties of concrete,International Journal of Advanced Scientific and Technical Research Issue 3 volume 2, March-April 2013 [3] N.Kabashi, A.Dautaj, C.Krasniqi; Behaviour the Concrete Columns strengthening with the Carbon Polymer Fibres under Centric Loads; Journal of Civil Engineering and Constructions,2015 [4] Kabashi N ,Krasniqi C. , Nushi V.
Analysis and Behaviour the Concrete Columns Strengthening with the Carbon Polymer Fibres, Journal Civil Engineering and Architecture 2(9): 317-322, 2014 http://www.hrpub.org DOI: 10.13189/cea.2014.020902 [5] KabashiN, KrasniqiC, Muriqi A.Flexure behavior of Concrete Beams Reinforcement with Polymer Materials, ICPIC, 2013, journal: Advance Materials Research [6] Arivalagan.
S.Flexural Behaviour of Reinforced Fly Ash Concrete Beams, International Journal of Structural and Civil Engineering ISSN: 2277-7032 Volume 1 Issue 1 [7] T.
Gilbert .The Serviceability Limit States in Reinforced Concrete Design, The Proceedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction — EASEC12 [11] G.
Behaviour of Concrete Beams Reinforced with glassfibre reinforced polymer flats,International Journal of Research in Engineering and Technology ISSN: 2319-1163 ISSN: 2321-7308

Research of Hot Dry Rock on Fracture Temperature Distribution of Storage Layer in Shenyang Jianbin Zhao 1, a, Kun Zhao 2,b Xiaoyan Feng 3,c Yanyan Yan 4,d 1Jianbin,Zhao, institution of civil engineering, ShenYang JianZhu University, LiaoNing,China 2Kun,Zhao, institution of civil engineering, ShenYang JianZhu University, LiaoNing,China 3Xiaoyan,Feng, institution of civil engineering, ShenYang JianZhu University, LiaoNing,China 4Yanyan,Yan, institution of civil engineering, ShenYang JianZhu University, LiaoNing,China acejbzhao@yahoo.com.cm bzhao1987227@163.com cfengxy-0501421113@163.com dyanyanyan861216@126.com Keywords: hot dry rock storage layer temperature discipline hot reservoir parameters one - dimensional simulation Abstract.
Proceedings of the 2nd workshop Geothermal Reservoir Engineering, Stanford University, CA, 1976, 200-212
Proceedings of the 16th Workshop Geothermal Reservoir Engineering, Stanford University, CA, 159-164, 1991

Transport of Liquids in Porous Rocks KEPPERT Martin1, a *, ČÁCHOVÁ Monika1,b and KOŇÁKOVÁ Dana1,c 1Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Praha 6, Czech Republic amartin.keppert@fsv.cvut.cz, bmonika.cachova@fsv.cvut.cz, cdana.konakova@fsv.cvut.cz Keywords: Sorptivity, porous rocks, pore size distribution.
The rate of transport of liquids in porous environment is crucial engineering problem.
It has importance in many fields like chemical engineering, hydropedology, economic geology and also in building materials science.
Introduction The capability of a porous body to transport a liquid is an essential problem in many scientific and engineering fields.
The hydraulic conductivity (permeability) has been conventionally used mainly in case of saturated flow in geological [2], pedological [3] and environmental [4] systems, but also in civil engineering [5].

Experimental Investigation of Internal Erosion of Gap-Graded Sands Kasidit Chawanaputorn1,a*, Jitrakon Prasomsri2,b and Suched Likitlersuang3,c 1Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, 10330, Thailand 2Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand 3Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, 10330, Thailand a6570013321@student.chula.ac.th, bjitrpra@kku.ac.th, cfceslk@eng.chula.ac.th Keywords: Sand, Internal erosion, Suffusion, Soil permeability Abstract.
The authors acknowledge the support from the Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University.
Geotechnical and Geological Engineering 31(1), 67 – 82
Journal of geotechnical and geoenvironmental engineering, 143(7), 04017025
European Journal of Environmental and Civil Engineering, 15(5), 799-

"Civil electrical design specifications" in this regard has been clearly defined, pointed out that the construction of a class of fire power load requirements by level of power, fire electricity supply by building two types of two-loop secondary load requirements.
Existing fire protection norms of civil buildings.
Existing fire protection norms of civil buildings including "rural buildings for fire protection" GB 50039-2010, "garage, repair garage, parking for fire protection design" GB 50067-97, "civil air defense engineering design for fire protection" GB 50098-2009, "hangar fire protection design" GB 50284-2008; another "architectural design code for fire protection," the ongoing integration of the revised level of regulation, now being developed as well as "construction for fire protection", "Construction of Fire performance-based design", "city fire planning and design specifications," These are buildings full of professional fire safety regulations.
Electrical fire systems currently regulate the "automatic fire alarm system installation and acceptance of" GB 50166-2007, and the "automatic fire alarm system design specifications" GB 50116-98 being revised, "fire emergency lighting and evacuation system technical specifications" have to draft for approval stage, another is developing "civil electrical design for fire protection."
Usually low-voltage distribution there is several options available for you to explore. 1) Engineering requirements with a power sub-tables, set up as a third-way power diesel generators, diesel generator powered only Fire load.