Search results

Tukhareli1,c 1Volgograd State Technical University, Institute of Architecture and Civil Engineering, 1 Akademicheskaya st., Volgograd, 400074, the Russian Federation 2Volgograd State Technical University, Volzhskii Institute of Civil Engineering and Technology, 72 Lenina av., Volzhskii, 404111, the Russian Federation amr-reb@mail.ru, bopushkarskaya@mail.ru, casyzv@yandex.ru.
Petrochemical and chemical industry, power industry, building materials industry, metallurgical, ceramic and engineering industry have the highest amount of energy and heat losses in different heat units.
Vlasov, Efficiency improvement of heat-resistant concrete through the use of sludge technogenic raw material, Procedia Engineering, 111 (2015) 290-296
Al-Hawas, Effects of key factors on compressive and tensile strengths of concrete exposed to elevated temperatures, Arabian journal for science and engineering, 39(6) (2014) 4507-4513
Abyzov, Lightweight refractory concrete based on aluminum-magnesium-phosphate binder, Procedia engineering, 150 (2016) 1440-1445

Univ. of Northeast, Shenyang,110004 2School of Resource and Civil Engineering.
Univ. of Northeast, Shenyang,110004 asunny_haohao@163.com, bzhangjun11242@sohu.com, clooloo5566@sina.com Keywords: Road engineering.
Therefore, the initial moisture curing affects greatly to the strength in the engineering.
Journal of Materials Engineering and Performance, 2007, 16(5): 578-583
Municipal engineering technology, 2004, 22(6): 394-396(In Chinese)

Three-dimensional visual modeling technology and application of open pit mining boundary YAN Xiaoming1,2,a, ZHOU Zilong1,b, LI Xibing1, c 1School of Resources and Safety Engineering, Central South University Changsha, P.R.
With mining depth and state-wide expansion in open pit mining, it is necessary to bulid a three-dimensional visual model of open pit mining boundary, which can be used in the analysis of pit slope stability, engineering decisions, geological analysis and production planning.
Introduction In the mining boundary expansion process of open pit, in order to ensure the safety of large-scale production of mine, it is necessary and important to bulid a three-dimensional geological model of the open-pit mine in the engineering decisions, geological analysis, production planning, etc [1-4].
By building a three-dimensional visualizatin mining model, civil design, 3D modeling, database construction can be expressed graphically fully, dynamic management can be also achieved.

Study on the Durability of Normal Strength Concrete under the Action of Salt Corrosion and Dry-wet Cycles Xiaoping Su1, a, Jinhui Guo1, b 1 School of Civil Engineering, Changchun Institute of Technology, Changchun, Jilin, 130012, China a sxp5400@163.com, b gjh1219@126.com Key words: normal strength concrete; bicarbonate; sulfate; chlorine salt; dry-wet cycle; corrosion damage Abstract：The degree of soil salinization in the west region of Jilin province is very serious, where the composition of salts in the soil and surface water is complex and mainly contains Na+, HCO3- or CO32-, Cl-, SO42-, etc.
The concrete engineering projects in such environments are often corroded by a variety of salt corrosion damage under the condition of dry-wet alternation.
Introduction The degree of soil salinization in the west region of Jilin province is very serious, where the composition of soluble salts in the soil and surface water is complex and mainly contains Na+, HCO3- or CO32-, Cl-, SO42-, etc. [1-3] The concrete engineering projects in such environments are often corroded by a variety of harmful salts under the condition of dry-wet cycle.
The durability of concrete engineering under such environment should be paid more attention.

A Parellelzing Modified Particle Swarm Optimizer and its Application to Discrete Topological Optimization Bin Yang1,a and Qilin Zhang2,b Dept. of Building Engineering,School of Civil Engineering, Tongji University, Shanghai, P.R.
Introduction Many scientific, engineering and economic problems involve optimization.
Because the IEEE Xplore database focuses on electrical engineering, these categories do not cover the whole application fields of the PSO, some other application fields should be added to this list, e.g. structural optimization in sizing, shape and topology, robust design and etc.
Acknowledgment This research work has been founded by Program for Young Excellent Talents in Tongji University and Guanghua Tongji Civil Founding.

Research on the modal analysis and reinforcement of suspension line old bridge Huizhong Luo 1, a, Jinjun Xu 1,b, Jun Liu1,c, Keyu Wang 1,d, Yan Zhang2,e 1 College of Civil Engineering and Architecture Guangxi University, Nanning 530004, P.R.
China; 2 College of Architecture Engineering Shanghai Normal University, Shanghai 201418, P.R.
It is a complete history of the development reflecting the different eras of ancient civil engineering skills.
Railway Science and Engineering. 5(5): 32-36 (2008), (In Chinese) [9] Sun Chao, Wu Qingxiong and Chen Baochun.

Influence of hydrothermal ageing on the residual stresses and mechanical behavior of carbon/epoxy composite laminates WEN Zhongmeng1, a *, GONG XiaoLu1, b 1 Laboratory of Mechanical systems and Concurrent Engineering (LASMIS) University of Technology of Troyes (UTT), 12 Rue Marie Curie, 10004 Troyes, azhongmeng.wen@utt.fr, bgong@utt.fr Keywords: residual stresses; composite laminate; incremental hole-drilling method; mechanical properties; aging effects Abstract.
Introduction Carbon/epoxy composite materials are widely used in civil engineering applications [1] considering their specific advantages such as, high stiffness, high strength, corrosion resistance, inherent damping properties and low coefficient of thermal expansion, etc.
A review of optimization techniques used in the design of fibre composite structures for civil engineering applications.
Composites Part B: Engineering, 40:41-49, 2009.

An experimental analysis of driver’s attitudes towards in-vehicle warning system at stop sign controlled intersection Yang Ming1, a, Hideo Yamanaka2,b 1 College of Civil Engineering and Architecture, Nanchang Hangkong University, Nanchang 330063, China 2 Department of Civil and Environmental Engineering, Tokushima University Tokushima 770-8506 Japan amingyang_0219@hotmail.com, b yamanaka@ce.tokushima-u.ac.jp Keywords: Traffic safety, Stop sign warning, Small intersection, Driver assistance system Abstract.
[2] Hideo YAMANAKA, Tetsuo MITANI, and Akira HIDEURA, “An analysis on warning algorithm for stop sign control assistance system at unsignalized intersections”, traffic engineering No. 26, pp.
Japan Society of Traffic Engineers, 2006.

Fundamental Study of Traffic Noise Characteristic due to Change Transverse Rumble Strip Shape Jaejun Lee1, a, Deoksoon An2,b,Jaekyu Lim3,c, Sooahn Kwon4,d, HyeonJang Son5,e and Myongso Eo6,f 1Department of Civil Engineering, Chonbuk National University, Jeonbuk, Republic of Korea 2,3,4,5Highway Research Division, Korea Institute of Construction Technology, Republic of Korea 6Metropolitan Road Division, Ministry of Land, Transport and Martime Affairs, Republic of Korea alee2012@jbnu.ac.kr, bdsan@kict.re.kr, cjklim@kict.re.kr, dsakwon@kict.re.kr, esonhyeonjang@kict.re.kr, fums@mltm.go.kr Keywords: Transverse rumble strip, Traffic noise, Pass-by method.
Russell, Centerline Rumble Strips: Study of External Noise, Journal of Transportation Engineering, (2011)Vol. 137, No. 5
Evaluation of External Noise Produced by Vehicles Crossing over Centerline Rumble Strips on Undivided Highways in Kansas, A thesis of Master of Science, Department of Industrial and Manufacturing Systems Engineering, Kansas state University. 2009 [5] Z.
Yusof, Noise Produced By Transverse Rumble Strips: A Case Study on Rural Roadways, IOSR Journal of Mechanical and Civil Engineering, 2012, Vol 1.

Four Point Bending Experimental Investigation on Reinforced Ultra High Toughness Cementitious Composite Beams Qinghua Li a, Shilang Xu b Department of Civil Engineering, Dalian University of Technology, Dalian 116024, China alqh1983@126.com, bslxu@dlut.edu.cn Keywords: ultra high toughness cementitious composite, RUHTCC, moment-curvature relation, ductility, reinforcement ratio, crack pattern Abstract.
As one of a family of ultra high performance cementitious composites, earlier ECC (engineered cementitious composites) proposed by Li and Leung, with tensile strain capacity in excess of 3% in uniaxial tension under the condition of low fiber (mainly PVA or PE fiber) volume fraction, is designed with micromechanical principles.
Leung: ASCE Journal of Engineering Mechanics, Vol. 118(11) (1992), p. 2246-2264
Li: submitted to China Civil Engineering Journal (2008)