Search results

Current Situation and Prospect of Reclaimed Water Reuse Qi Junfeng1，a, Chen Lei2,b, Ma Renjiao3,c 1Key Laboratory of Songliao Aquatic Environment, Ministry of Education, Jilin Architectural and Civil Engineering Institute, Changchun, China 2School of Municipal and Environmental Engineering, Jilin Architectural and Civil Engineering Institute, Changchun, China 3Collage of Architecture and Urban Planning, Jilin Architectural and Civil Engineering Institute, Changchun, China ajlsqjf@126.com, bchenlei@126.com, c Ma_renjiao@sohu.com Keywords: Reclaimed water reuse; Treatment technology; Economic benefit; Environmental benefit Abstract.
Beijing, Tanjin, Tiyuan, Qingdao, xian, etc water shortage city has successively set up a series of sewage reuse engineering,.
Processing fluid under some pressure through the micro filtration membrane, ultrafiltration membrane filtration, achieve the purpose of physical separation.Tianjin industry university film day membrane engineering technology co., LTD.
Wastewater after advanced treatment after water used for noise, the whole project speaking, although to increase the construction investment, but near water reuse, water has assure, conveying distance is short, the more due to reduce the urban water supply and drainage of water, so as to alleviate the urban water drainage pipe network and the load of the treatment engineering.
Because the construction of water reuse facilities, need a lot of investment for reclaimd water reuse construction unit speaking, in the present water price policy, reclaimd water reuse engineering direct economic benefits is still unsatisfactory

Effect of Cross Sectional Shape of Polypropylene Fibers on Flexural Toughness of Composites and Fiber-to-Cement Matrix Adhesion Zahra Behdouj 1,a, Masoud Jamshidi 2,b, Masoud Latifi 1,c, Mana Halvaei 1,d 1Textile Engineering Department, Amirkabir University Technology, Tehran, Iran 2School of Chemical Engineering, Polymer group, Iran University of Science and Technology,Tehran, Iran aZ.behdooj@yahoo.com, bmjamshidi@iust.ac.ir, clatifi@aut.ac.ir, dmana.halvaei@gmail.com Keywords: polypropylene fiber; cement-based Composite; pull-out energy; flexural strength; cross section shape; equivalent diameter Abstract.
Introduction Fiber reinforced cement-based composites have made striking advances and gained enormous momentum since their modern introduction in civil engineering applications during the 1960s.
A.Hamilah, Engineering properties of polymer and natural fiber reinforced mortar, a report submitted in partiall fulfillment of the requirements for the award of the degree of Bachelor of Civil Engineering, 2009. ]. 6.
E.Naaman, Engineered Steel Fibers with Optimal Properties for einforcement of Cement Composites, Journal of Advanced Concrete Technology 1(3)(2003) 241-252. ].
Naaman, Pullout Response of a Smooth Fiber with End Anchorage, Journal of Engineering Mechanics, American Society of Civil Engineers, 126(9) (2000) 986-993. ,[] A.E.

Research of a New Chemically Resistant Repair Mortar Modified with Secondary Raw Materials FIGALA Petr1,a*, DROCHYTKA Rostislav1,b, MÉSZÁROSOVÁ Lenka1,c 1Faculty of Civil Engineering, Brno University of Technology, Veveří 331/95, 602 00 Brno, Czech Republic afigala.p@fce.vutbr.cz, bdrochytka.r@fce.vutbr.cz, cmeszarosova.l@fce.vutbr.cz Keywords: Chemically resistant, repair mortar, modified, particle distribution, fly ash.
This development is part of the cooperation between Brno University of Technology, the Faculty of Civil Engineering and a renowned manufacturer of building materials.
Hamlin, Converting portions of the Los Angeles outfall sewer into a septic tank, Engineering News. (1900) 317-318
Parande, et al., Deterioration of reinforced concrete in sewer environments, Proceedings of the Institution of Civil Engineers - Municipal Engineer. 159(1) (2006) 11-20
Atiş, High-Volume Fly Ash Concrete with High Strength and Low Drying Shrinkage, Journal of Materials in Civil Engineering. 15(2) (2013) 153-156

Journal of Structural Engineering ,1999,125(6)：578-589
Earthquake Engineering and Structural Dynamics, 1999, 28(10): 1061-1065
China Civil Engineering Journal, 2010, 43(11): 46-54
Journal of Civil, Architectural & Environmental Engineering, 2012, 34(6): 25-31
Earthquake Resistant Engineering and Retrofitting, 2011, 33(1): 60-66

Load Transfer Behavior of Cracking for Cement Concrete Pavement Chunhua HU1,a and Xiaozhou MA2,b 1School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan, China 2School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan, China ahu_chunhua@163.com, bbeyushan@126.com Keywords: Cement Concrete Pavement; Crack; Load Transfer Abstract.
Design of dowels in transverse joints of concrete pavements[J].Transactions of the American Society of Civil Engineers,1940,105:1076-1095
China Municipal Engineering, 2001,12(4)13-16 [15] Lijun Lei.
Journal of Railway Science and Engineering, 2005,2,(1):68-72
Journal of Traffic and Transportation Engineering, 2006,12,(4):47-51

Proceedings of the 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE 2018) At: Paris, France
In Key Engineering Materials (Vol. 747, pp. 374-381).
Composites Part B: Engineering, 146, 1-12
Key Engineering Materials, 624
Journal of Rehabilitation in Civil Engineering

Generalized and Simplified Linear Closed-Form Solution of an Active Tensegrity Unit in the Form of Octahedral Cell Stanislav Kmeť1, a and Peter Platko2, b* 1Technical University of Košice, Civil Engineering Faculty, Institute of Structural Engineering, Vysokoskolska 4, 042 00, Kosice, Slovakia 2Technical University of Košice, Civil Engineering Faculty, Institute of Structural Engineering, Vysokoskolska 4, 042 00, Kosice, Slovakia astanislav.kmet@tuke.sk, bpeter.platko@tuke.sk Keywords: cables, active tensegrity unit, planar biconvex cable system, linear closed-form solution, finite element analysis Abstract.
The active tensegrity unit presented, as well as the whole test facility was developed at the Institute of Structural Engineering of the Faculty of Civil Engineering in Košice.
Advanced Engineering Informatics, Volume 16, Issue 1, pp. 21-40

Stability Analysis of Surrounding Rock with Two Groups Parallel Joints using DDARF Method Haiping Ma 1,a , Lige Wang 2,b and Xuewei Li 3,c 1 School of Civil and Architectural Engineering of Panzhihua University, (China) 2 Institute for Infrastructure and Environment, Edinburgh University, Edinburgh, EH9 3JL (UK) 3 School of Civil and Architectural Engineering of Panzhihua University, (China) amahaiping1988joy@126.com (corresponding author), b 526685501@qq.com, c 281549424@qq.com Keywords: DDARF; two groups parallel joints; different angles; sample fracture; stability of surrounding rocks.
Introduction In geotechnical engineering, the damage of rock mass is mainly due to the weakness of structural plane.
A large number of parallel joints and probably multi-group parallel joints exist in surrounding rock of partical engineering.
Thesis, Department of Civil Engineering, University of California, 1988 [8] JiaoYuyong, ZhangXiuli, LiuQuansheng, ChenWeizhong: Simulation of Rock Crack Propagation Using Discontinuous Deformation Analysis Method, J.
Chinese Journal of Rock Mechanics and Engineering. (2007), 26(4): 682-691.

On the investigation of protection technique for the old city wall of Ming dynasty- Xi’an 4th tube line construction Jingzhu Li1,a, Jian Xu1,b 1Department of Architecture, School of Human Settlements and Civil Engineering,Xi’an Jiaotong University No.28 Xianning West Road,Xi’an,Shaanxi Province,P.R.CHINA,710049 a ljz_c2753@163.com, b Jian.xu007@163.com Keywords: Ming dynasty city wall, Settlement, Xi’an tube, Antique protection Abstract.
[3] CHEN Aixia, DONG Xiaolin, YANG Li, Influence of Urban Subway Project Construction on Heritage Buildings[J].Journal of Architecture and Civil Engineering,2007,1
The effects of shield tunnel construction of Xi’an Metro on the ancient city wall[J].Journal of Transport Science and Engineer,2009.25(2) [7] LI Ning，GU Qiangkang, ZHU Caihui, SU Lihai.
Research on Ground Sedimentation Criterion of Xi’an Line-2 Subway Under Circumvallation[J].Chinese Journal of Rock Mechanics and Engineering,2009v.28 [8] LEI Yongsheng.
Effect of micro vibration of urban rail transit on south city wall in Xi’an[J].Journal of Earthquake Engineering and Engineering Vibration,2012,v.4 [11] YANG Kaizhong.

Sadchikov1,b 1Astrakhan State University of Architecture and Civil Engineering, 414056, 18, Tatischev St., Astrakhan, Russia azolinatv@yandex.ru, bpn_sadchikov@mail.ru Keywords: Reliability rate, Failure probability, Seismic resistance, Mathematical model, Optimization, Objective function, Metal building structure, Material consumption.
Issues of engineering seismology, J.
Civil Eng. 6 (2014) 3-5.
“Herald of Moscow State University of Civil Engineering”, 11 (2015) 68-79.
Sadchikov, Vector field modeling of seismic soil movement in building footing, Advanced Materials, Structures and Mechanical Engineering Proceedings of the international Conference on Advanced Materials, Structures and Mechanical Engineering, Incheon, South Korea, (2016) e115-118.