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Online since: July 2021
Authors: Natalia Vyacheslavovna Saienko, Dmitriy Vasilevich Demidov, Anna Skripinets, Roman Bikov
Research of the Influence of Silicate Fillers on Water Absorption and Microstructure of Styrene-Acrylic Dispersion Coatings SAIENKO Natalia1,а*, BIKOV Roman1,b, SKRIPINETS Anna1,с, DEMIDOV Dmitriy2,d 1Kharkiv National University of Civil Engineering and Architecture (KNUCEA), 61002, Kharkiv, Ukraine 2Kharkiv State Auto-transport College (KSATC), 61000, Kharkiv, Ukraine anatause@ukr.net, bromul310110@gmail.com, сa.skripinits87@gmail.com, d160789demidov@ukr.net Keywords: styrene-acrylic dispersion, aluminosilicate microspheres, hydrophobised aerosil, water absorption, diffusion coefficient, coating microstructure.
Saiapin, The Baltic Journal of Road and Bridge Engineering, 14 (4) (2019) 473-483
Demidov, Younis Basheer, Key Engineering Materials Submitted.
Series: Materials Science and Engineering.
Kostiuk, Scientific Bulletin of Civil Engineering, 93 (3) (2018) 195-199
Online since: March 2017
Authors: Eliška Janouchová, Anna Kučerová, Jan Sýkora
Bayesian Updating of Aleatory Uncertainties in Heterogeneous Materials JANOUCHOVÁ Eliška1,a,∗, KUČEROVÁ Anna1,b and SÝKORA Jan1,c 1Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Prague, Czech Republic aeliska.janouchova@fsv.cvut.cz, banicka@cml.fsv.cvut.cz, cjan.sykora.1@fsv.cvut.cz Keywords: Parameter Identification; Bayesian Inference; Hierarchical Modelling; Aleatory Uncertaint; Markov Chain Monte Carlo.
Alvin, Error and uncertainty in modeling and simulation, Reliability Engineering & System Safety, 75 (2002) 333-357
Rosić et al., Parameter Identification in a Probabilistic Setting, Engineering Structures, 50 (2013) 179-196
Sudret, A unified framework for multilevel uncertainty quantification in Bayesian inverse problems, Probabilistic Engineering Mechanics, 43 (2016) 68-84
Koumoutsakos, Bayesian hierarchical models for uncertainty quantification in structural dynamics, in: Vulnerability, Uncertainty, and Risk, American Society of Civil Engineers (ASCE), 2014, pp. 1615-1624
Online since: February 2012
Authors: Xi Yuan Liu, Fan Li, Pan Zhang, Hong Xia Han
Study on Model Test and Consolidating Mechanism of Piles Thrusted-Expanded in Column-Hammer Xiyuan Liu 1,2,a,Fan Li 1,2,b, Pan Zhang 3,c and Hongxia Han 1,2,d 1College of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China; 2 Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China 3Henan Planning and Design Institute of Animal Husbandry, Zhengzhou, 450008, China aliuxiyuan721@126.com, bjinfanmuzi@163.com, czhangpan228@126.com, dhhx7888@sina.com Keywords: piles thrusted-expanded in column-hammer; model test; consolidating mechanism Abstract.
The consolidating mechanism of this ground treatment technology is only studied by the qualitative analysis combined with some practical engineering.
Compression coefficient(MPa-1) Modulus of compression(MPa) 24 1.50 2.72 38.2 23.4 30 26.1 0.80 2.20 Fig.1 Column-hammer Fig.2 Model box Fig. 3 Excavation and measure zone of soil According to the requirement of engineering, the filler of piles is lime-broken bricks-soil mixture, whose ratio of volume is 1:2:4(lime to broken bricks to soil).
Yanping Chen: submitted to Highway, 2003, (10): 33-36(In Chinese) [4] Xianzhi Wang, Junjie Zheng: submitted to Geotechnical Engineering World,2007,11(2):74-77(In Chinese) [5] Xianzhi Wang, Junjie Zheng,Xiangdong Li: submitted to Journal of Huazhong University of Science and Technology(City Science Edition),2007,24(4):22-25(In Chinese)
Online since: November 2011
Authors: Yong Chang Wang, Ling Cui Han
The Technology and Equipments for Producing Gesso Blocks in a Wet Environment by Directly Using Desulfurization Gypsum Lingcui Han 1, a,* Yongchang Wang 2,b 1College of Chemical Engineering and Technology, Taiyuan University of Technology, Taiyuan 030024, China 2Shanxi Northern Gypsum Industry Co.
Production of block has high strength and no weather-shack. (5)Reduce construction engineering.
Produced building gesso needs certain time to homogenize, so the charge of homogenization storehouse of the traditional craft processing desulfurization gypsum investment is about 50% of the total investment of civil engineering.
The construction enterprises of the project provided by the technology can greatly reduce homogenization storehouse, save considerable civil engineering cost of the homogenization storehouse.(6) Energy saving and mixed with industrial waste residue.
The main characteristics of the present technology include energy-saving, realzing zero emissions coal-fired power plants realize of residues obtaining both social and economic benefit of the engineering to protect environment.
Online since: May 2011
Authors: Chun Sheng Liu, Han Zhu, Yan Ru Li
Experimental and Economic Analysis of Airport Crumb Rubber Concrete (CRC) Pavement Yanru Li 1, 2, a, Han Zhu 1, Chunsheng Liu 3 1School of Civil Engineering, Tianjin University, Tianjin, China 300072 2 Department of Logistics Command and Engineering, Naval University of Engineering, Tianjin, China 300450 3China Construction Sixth Engineering Division Co.
[2] Khatib, Z.K, Bayomy, F,M:Journal of Materials in Civil Engineering.1999,11(3):206—213
Online since: March 2011
Authors: Jun Zhi Zhang, Liang Ying Wang, Hua Ting Liu, Zhao Qi Fu, Sheng Bing Zhou
Erosion-Resisting Properties for Chloride Ion of Short-Chopped Basalt Fiber Reinforced Concrete Junzhi Zhanga, Huating Liub, Zhaoqi Fuc, Liangying Wangd, Shengbing Zhoue College of architecture and civil engineering, Zhejiang University of Technology, Hangzhou, 310014, P.R.
Introduction The basalt fiber is a kind of inorganic fiber material that it’s being studied in application and research in civil engineering at present.
But in actual engineering, as the test results in this paper, peak chloride ion density is not situated in concrete surface that there is a convection district [8].
(in Chinese) [4] Jongsung Sim, Cheolwoo Park and Do Young Moon: Composites, part B: engineering, Vol. 36(2): 504-512 (2005)
Wang: Engineering Journal of Wuhan University, Vol. 40(3): 57-60, 92 (2007).
Online since: January 2014
Authors: Jin Song Liu
Study on Innovative Engineering of Energy Industry Liu jin-song School of Business Administration,Jiangxi University of Finance and Economics,Nanchang 330013,China 003@eimeeting.com Keywords: Energy Enterprises, Going Out, Mode Choice Abstract At the beginning ,this paper analyses the current situation on china’s energy enterprises’ going out ;Then this article generalize the going out modes into three kinds, that is the protocol mode on exploit and services, the mode of mergers and acquisitions and the mode of resource bidding.
(2) Strengthen the relationship between government and civil society to prevent risk of acquisition risk of political and ideological.
While energy companies cross-border mergers and acquisitions may affect the relevant governments and civil societies’ sensitive nerve, therefore there are a lot of resistance.
Online since: January 2014
Authors: Amiruddin Ismail, Ramez A. Al-Mansob, Mohamed Rehan Karim, Mojtaba Shojaei Baghini, Foad Shokri, Ali Asghar Firoozi, Ali Akbar Firoozi
Al-mansoba1,2,e, Ali Asghar Firoozi2,f, Ali Akbar Firoozi2,g 1Sustainable Urban Transport Research Centre (SUTRA), Universiti Kebangsaan Malaysia 2Dept. of Civil and Structural Engineering, Universiti Kebangsaan Malaysia 3Dept. of Civil Engineering, Faculty of Engineering, University of Malaya aabim@eng.ukm.my, bmsbaghini@yahoo.com, crehan@um.edu.my, foad shokri dfoad_shokri@yahoo.com, eramizizzi@gmail.com, fmehran.firoozi@gmail.com, ga.firoozi@gmail.com Keywords: Cement-Treated Base, Unconfined Compressive Strength, Indirect Tension test for Resilient Modulus, Flexure Strength, Moisture Content, Dry Density, Regression Analysis.
Research Journal of Applied Sciences, Engineering and Technology 2013. 5(24): p. 8652-8656
Bell, F., Engineering treatment of soils. 2002, London: E & FN Spon: Taylor & Francis
SAPEM, South African Pavement Engineering Manual. 2009: South African National Roads Agency Ltd
BS 1924, Stabilized materials for civil engineering purposes,General requirements. 1990, British Standards Institution London, UK
Online since: July 2014
Authors: Guang Yi Liu, Qi Wang, Hong Xing Wang
Damage of Basement and Foundation under Low-temperature Environment and Its Analysis Guangyi Liu1, a, Qi Wang2,b Hongxing WANG3,c 1 School of Civil Engineering, Harbin Institute of Technology,China 2 School of Civil Engineering, Harbin Institute of Technology,China 3 The Architectural Design And Research Institute Of Hit,China aLgy19630321@sina.com, bwq343005313@126.com, c wanghongxinghit@163.com Keywords: Frost heaving damage; foundation; basement; punching failure.
According to the actual engineering conditions, this paper comprehensively analyzes the destructional form of each building element at low temperatures as well as discusses the methods to detect and evaluate damage of buildings at low temperatures.
According to the actual engineering conditions, this paper comprehensively analyzes the destructional form of each building element at low temperatures as well as discusses the methods to detect and evaluate damage of buildings at low temperatures.
Anti-floating and antifreeze factors should also be considered during design, and reliable construction schemes should be proposed according to engineering characteristics.
Engineering Structures, 1999, 21(2):135-148 [4] Hong Hao, Jat shen.
Online since: January 2013
Authors: Charles E. Pierce, Zheng Lai Xu
Pierce 2,b 1 Lecturer, Department of Civil Engineering, Shanghai University, Shanghai, China, 2Associate Professor, Department of Civil and Environmental Engineering, University of South Carolina, Columbia, South Carolina, USA axuz@shu.edu.cn (corresponding author), bpiercec@engr.sc.edu Keywords: time domain reflectometry (TDR), looped cable, differential settlement, monitoring Abstract.
Differential ground settlement is a key parameter to be monitored in engineering practices.
Introduction Ground settlement, especially differential settlement, is often a key parameter to be monitored in engineering practices.
From its original use in electrical engineering, TDR’s application has now been expanded to many other disciplines, including geotechnical engineering.