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., Performance of Expanded polystyrene insulated panel exposed to radiant heat, 2002, Department of Civil Engineering University of Canterbury Christchurch, New Zealand: New Zealand
Composites Part B: Engineering, 39(2008). 92-107

Predicting Truck Load Variation Using Q-Truck Model Rosnawati Buhari1,a, Mohd Ezree Abdullah2,b and Munzilah Md Rohani3,c 1,2,3 JKIG, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, 86400, Parit Raja, Batau Pahat, Johor, Malaysia, arosna@uthm.edu.my, bezree@uthm.edu.my, cmunzilah@uthm.edu.my Keywords: Primary response, dynamic loads, Q-truck, truck load variation, suspension and damping stiffness Abstract.
[8] Collop A.C., Effect of traffic and temperature on Flexible Pavement Wear, PhD thesis , Cambridge University Engineering Department, Cambridge UK, 1994

The key points in the design of supporting structures for dual-track tracking CSP system Yong Zhang1, a,Fangbin Xu2,b,Bo Song3,c 1,2,3School of civil engineering, Beijing Jiaotong University, Beijing,China, 100044 azyz3000@126.com, bfangbin1205@126.com, csongbojn@163.com Keywords: dual-track tracking CSP system, solar energy, photo-thermal power, movable structure Abstract: The dual-track tracking CSP system is an amelioration of the traditional photo-thermal power system.
(in Chinese) [4] Zhihua Lu,Yue Yuan,Zhifei Chen, Discussion on the technology of solar power generation[J], Jiangsu Electical Engineering, 2008(1):81-84.

Sensitivity Parameter Analysis of Bearing Capacity and Ductility of Reinforced Concrete Columns with Z-shaped Cross-section Junting Jiao1, a and Ronghua Yang1,b 1 School of Civil Engineering and Architecture, Xiamen University of Technology, Xiamen 361024, Fujian, China a jtjiao@xmut.edu.cn, b rhyang@xmut.edu.cn Keywords: Bearing capacity, Ductility, Orthogonal design, Reinforced concrete, Z-shaped column section.
Ye: Journal of Jilin University (Engineering and Technology Edition), Vol.38 no.4 (2008), p.824-828, in Chinese

Factors affecting the attractiveness of the area for individual housing Ondřej Vašíček1, a *, Martin Budina2, b, Tomáš Nehudek3, c, Jan Česelský, 4, d 1,2,3,4 VŠB – Technical University of Ostrava, Faculty of Civil Engineering, Ludvíka Podéště 1875/17, 708 33 Ostrava-Poruba, Czech republic aondrej.vasicek@vsb.cz, bmartin.budina@vsb.cz, ctomas.nehudek@vsb.cz, djan.ceselsky@vsb.cz Keywords: suburbs, residential housing, agglomeration, attractiveness of the area Abstract.
Table 3: The dependency rate of individual factors on the overall attractiveness of the area Category Criterion Thedependency ratio / weight Civic amenities (presence of each species in the seat) Kindergarden 4,55% Primary school 4,67% Post 4,15% Grocery 5,26% General practitioner / pediatrician 4,38% Sports facilities 4,02% Catering facilities (restaurant, inn, cafe, etc.) 3,97% Engineering networks (capacity and connections in the seat) Electrical network 6,19% Water supply 6,07% Gas pipeline 5,25% Sewer pipeline 5,69% Telecommunication network 6,14% Transport accessibility of the locations Connection location to public urban / interurban transport 5,02% Accesability to core city 5,48% Quality of the environment Air quality 6,05% Noise 6,01% Radon 6,02% Surrounding countryside Surrounding built-up area 5,40% Connection with the natural landscape, recreation areas 5,68% TOTAL 100,00% The level of dependence of individual factors on the overall attractiveness of the area in the hinterlands

Engineering, construction and architectural management, 2008. 15(1): p. 7-20
Mobile applications for information access on construction jobsites. in International Workshop on Computing in Civil Engineering. 2009: ASCE

Ruhc-University Bochum (RUB), Faculty of Civil Engineering, Germany, 2001
Kosenko, Corrosion of Concrete in a Water Management Structure in Conditions of Biogenic Sulfuric Acid Aggression Key Engineering Materials, 953 (2023) 55-62

The green vegetation concrete is suitable for large areas of green supporting projects, especially for the recovery of the landscapes after big civil engineering projects.
Tab.5 Selected concrete mixture ratio cement （㎏） gravel （㎏） Water（㎏） water-reducer （㎏） W/C permeability coefficient porosity （％） strength （MPa） freezing and thawing resistance density （㎏） 400～430 1450～1550 115～135 10～ 12 0.28～0.31 ≥4.0㎜∕s ≥24 ≥C30 ＞50 1975～2127 3.2.2 The application of the pervious concrete Pervious concrete is mainly used for urban road, square, protection bank, revetment engineering and so on.

Teoriya i praktika borby s shumom [Engineering acoustics. theory and practice of noise control] (2008) Logos, pp 166-170, 292-316
Some aspects of sound insulation enhancement in private housing construction (2014), Industrial and Civil Engineering, pp 43-46

Evaluation of Permeability Tests of Surface Layer of Concrete of Various Composition MISÁK Petr1, a*, PŐSSL Petr1,b, KOCÁB Dalibor1,c, ROZSYPALOVÁ Iva1,d and STAVAŘ Tomáš1,e 1Brno University of Technology, Faculty of Civil Engineering, Department of Building Testing Veveří 95, 602 00 Brno, Czech Republic amisak.p@fce.vutbr.cz, bpossl.p@fce.vutbr.cz, ckocab.d@fce.vutbr.cz, drozsypalova.i@fce.vutbr.cz, estavar.t@fce.vutbr.cz Keywords: concrete, permeability, durability, concrete surface layer Abstract.
Siddique, Strength, permeability and microstructure of self-compacting concrete containing rice husk ash, Biosystems Engineering 130 (2015) 72-80