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The PSV-400 can be set up easily, and after some time of training an engineer may use it for measurements.
Figures 11 and 12 shows two examples of non-destructive testing of composite materials in civil and mechanical engineering applications [5].

System Selection for Recirculating Cooling Water Treatment of Ultra-Supercritical Fossil-fueled Power Plants Shuhao Huo1, a, Xuejing Zheng*2,b, Zhaoqin Ma1,c 1 Henan Electric Power Survey & Design Institute, Zhengzhou 450007, China 2 College of Materials Science and Engineering, Zhengzhou University, Zhengzhou 450052, China ahuoshuhaozxj@126.com, bx.zheng@zzu.edu.cn, cmazhaoqin10@gmail.com Keywords: Fossil-fueled Power Plants, Municipal Reclaimed Water, Reservoir Water, Techno-economic Comparison, Recirculating Water Treatment, Side Stream Lime Softening Treatment, Energy Saving, Discharge Reduction.
Operation cost: the electric charge, 0.179 Yuan/kW·h; lime hydrate, 500 Yuan/t; sulfuric acid, 500 Yuan/t; ultrafiltration membrane, replaced every 5 years; RO membrane, replaced every 5 years; depreciation cost of equipment and civil (15-year terms, 5% residual value).
Ayoub: Advanced in Environmental Research Vol. 7 (2003), p. 389 [5] Dong-jing Choi, Seung-Jae You, Jung-Gu Kim: Materials Science and Engineering: A.

The Technology of Processing of Bed Combustion Fly Ash for Cement Composite Production Ťažký Martin1,a*, Hela Rudolf1,b and Klára křížová1,c 1Brno University of Technology, Faculty of Civil Engineering, Veveri 331/95, 602 00 Brno atazky.m@fce.vutbr.cz, bhela.r@fce.vutbr.cz, ckrizova.k@fce.vutbr.cz Keywords: high-temperature fly ash, bed combustion fly ash, grinding, fineness, efficiency index, waste material Abstract Insufficient offer of high-temperature fly ash meeting the requirements of standard EN 4501 is becoming an increasingly significant problem for concrete technology.
Procedia Engineering, Brno, Czech Rebuplic, 2013. pp 87-93

Analysis on Ground Subsidence in Underground Mining* Liu Xinxi1, a and Wang Xuezhi2, b 1,2School of Civil Engineering and Architecture, Changsha University of Science Technology, Changsha, China aLiuxinxi1963@126.com, bWangxuezhi8756@163.com Keywords: strip extraction; mining subsidence; numerical simulation; probability density function method Abstract.
Chinese Journal of Rock Mechanics and Engineering, 1999,18(4):397-401 [3] Lang Kun, XU Jialin, ZHU Weibing, et al.

Civil Engineering Department, Shandong Jiaotong University.
Materials Science & Engineering College, Jinan University.

Part 2: Cellular Instabilities Tran Manh Vu1,a, Jeong Park2,b, Jeong Soo Kim2,c, Oh Boong Kwon2,d, Jin Han Yun3, Sang In Keel3 1Faculty of Civil Engineering, Ho Chi Minh City University of Technology, 268 Ly Thuong Kiet Street, District 10, Ho Chi Minh City, Vietnam 2School of Mechanical Engineering, Pukyong National University, San 100, Yongdang-dong, Nam-gu, Busan 608-739, Korea 3Environment & Energy Research Division, Korea Institute of Machinery and Materials 171 Jang-dong, Yuseong-gu, Daejeon 305-343, Korea atmvu@hcmut.edu.vn, bjeongpark@pknu.ac.kr; cjeongkim@pknu.ac.kr; dobkwon@pknu.ac.kr Keywords: Carbon monoxide; Cellular instabilities; Hydrocarbon; Hydrogen; Premixed flame Abstract.

Dynamic Response Analysis under the Metro-vibration Loading of Xi'an Bell Tower Timber Structure Zhaobo Meng1, a, Tengfei Zhao 1,b , Shicai Cui 1,c and Jie Jin 1,d 1 School of Architecture & Civil Engineering, Liaocheng University, Liaocheng 252059, China amengzhaobo-2008@163.com, bzhaotengf@lcu.edu.cn, ccuishicai@lcu.edu.cn, djinjie@lcu.edu.cn Keywords: Xi’an Bell Tower, train-track-sugared analysis model, Metro-vibration Loadings, viscous- elastic artificially boundary, Loading Time Delay, Vibration Evaluation.
Journal of Engineering Mechanics, 1994, Vol.1 (1994),p25

Compressive Behavior of Luffa Sponge Material at High Strain Rate Jianhu Shen1, a, Yi Min Xie1,b Xiaodong Huang1,c , Shi Wei Zhou1,d , and Dong Ruan2,e 1 Innovative Structures Group, School of Civil, Environmental and Chemical Engineering, RMIT University, GPO Box 2476, Melbourne 3001, Australia 2 Faculty of Engineering and Industrial Sciences, Swinburne University of Technology, John Street, Hawthorn, VIC 3122, Australia ajianhu.shen@rmit.edu.au(corresponding author), bmike.xie@rmit.edu.au, chuang.xiaodong@rmit.edu.au, dshiwei.zhou@rmit, edruan@groupwise.swin.edu.au Keywords: Luffa sponge, mechanical properties, energy absorption, strain rate.

Analytical solution to Vertical Dynamic Response of Simply Supported Beam Bridge traversed by Successive Moving Loads Zhijun Zhang a, Jinfeng Wu b , Lizhong Song c , Songhua Ma d , Xiaozhen Li e School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan,610031,China azhijun0973@163.com, bjfwu2007@126.com, csonglizhong@gmail.com, dmsh25258@163.com , exzhli@swjtu.edu.cn Keywords: Simply Supported Beam; Moving Loads Series; Dynamic Response; Analytical solution; Examples Validation; Parameter Analysis.
HSU. 1997 Engineering Structures 19, 936-944.

Modified SFG Model for Unsaturated Soils Min Liu1, a, Chenggang Zhao 1,b, Yan Liu1,c 1Department of Civil Engineering & Architecture, Beijing Jiaotong University, Beijing 100044,China a09121622@bjtu.edu.cn, bcgzhao@bjtu.edu.cn, c05115257@bjtu.edu.cn Keywords: unsaturated soils; SFG model; influence of degree of saturation; initial void ratio Abstract: SFG model has some advantages that it is more flexible in modeling different types of unsaturated soils than most other models in the literature.
Proceedings 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, Vol. 1(1994), p. 43-46