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Applied thermal engineering, 26(17-18), 2184-2191. https://doi.org/10.1016/j.applthermaleng.2006.04.006 [2] Bohac, V., Gustavsson, M.
Journal of Building Engineering, 29, 101134. https://doi.org/10.1016/j.jobe.2019.101134 [5] Delannoy, G., Marceau, S., Glé, P., Gourlay, E., Guéguen-Minerbe, M., Diafi, D., et al., 2019.
European Journal of Environmental and Civil Engineering, 23(5), 609-625. https://doi.org/10.1080/19648189.2018.1457571 [6] Gustafsson, S.
Springer Transactions in Civil and Environmental Engineering.

Investigation of the Cast-in-situ BDF hollow floor construction quality guarantee measures Guozhi Zhang1,a，Lin Xu2, b 1Institute of Engineering Survey and Design, Northeast Forestry University, Harbin 150040, China 2Department of Civil Engineering, Northeast Forestry University, Harbin 150040, China azgzcumt@126.com ,bxl15164653001@126.com Keywords: Hollow floor；Flow construction-Crossing Pouring；Quality defect；Quality assurance measure Abstract.
Conclusions The flow construction-crossing pouring technology solves the common quality problems of the BDF hollow floor on the basis of ensuring construction progress and maintaining engineering cost.
The new pouring technology will play a positive role for the continuous improvement of the cast-in-situ BDF hollow floor construction of modern civil engineering.

Experimental research on the prestress and static behavior of a cable-strut tensile structure model Lin FU1,a, Lian-meng CHEN1,b*, Bin WU1,c, Zi-hao ZHANG1,d, Xi-guo YE2,e, Yi-yi ZHOU3,f 1College of Civil Engineering and Architecture, Wenzhou University, Wenzhou, 325035, China 2Sanjian Construction Group, Wenzhou, 325000, China 3College of Civil engineering and architecture, Changzhou institute of technology, Changzhou 213002, China a563131614@qq.com, b*wzchenlm@sina.com(Corresponding author), c836490985@qq.com, d306828495@qq.com, e13506511398@126.com,fyiyi.zhou@rmit.edu.au Keywords: cable-strut tensile structure; model design；model experiment; initial prestress; static behavior Abstract.
Advances in Structural Engineering. 16（10）：1633-1644 (2013)
Engineering Structures, 34(7):586-592 (2002)

Degradation of Foundations and Foundation’s Structures, Achilles’ Heel of the All Saints Church from the Broumov Group KUKLIK Pavel1,a*, SUSANTI Evi2, VALEK Martin1,b 1Faculty of Civil Engineering CTU in Prague, Prague, Czech Republic 2SAHC master student of Faculty Civil Engineering CTU in Prague, Prague, Czech Republic akuklikpa@fsv.cvut.cz, bvalek@fsv.cvut.cz Keywords: FEM, Plain Stress, Plain Strain, Transversal Tension Limit, Nonlinear Behavior, Nonlinear Fracture Mechanics, Simple Compression Test.
Engineering strain is assumed here as it is assumed that the lateral enlargement of the masonry could be ignored.
Kuklík, Preconsolidation, Structural Strength of soil, and its effect on subsoil upper structure interaction, In: Engineering Structures, vol. 33, no. 4, pp. 1195 - 1204, 2011.

Research on Car-following Model Considering Lateral Offset Lunhui Xu1 Sangen Hu1* Qiang Luo2 Laiyu Zhang1 1 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, Guangdong, China 2 School of Civil Engineering, Guangzhou University, 510006, Guangdong, China Keywords: Car following Model, Lateral offset; Maximum escape speed; Two-dimensional; Road capacity Abstract.The conventional models of car-following are too idealistic since they did consider that vehicles travel in middle of the lane.
Journal of Engineering and Information, 2001, 1(3):220-225
Journal of Transportation Engineering, 2004,130(4): 438-451

Hassoon1,a,* and Musab Aied Qissab1,b 1Al-Nahrain University, Department of Civil Engineering, Iraq, Baghdad a,*st.Maher.M@ced.nahrainuniv.edu.iq, bmusab.a.jindeel@nahrainuniv.edu.iq Keywords: Zero Carbon Concrete; cementless concrete; Carbon Dioxide emission; Fly ash; compressive strength Abstract.
Introduction Civil engineering applications have improved over time in response to the development of the construction industry.
Transitioning from conventional binder materials to green or low/zero carbon and energy-efficient engineered materials, such as natural Pozzolana and/or waste by-product materials, for construction is acknowledged as one of the most effective means of mitigating carbon dioxide emissions and the climate change crisis.
Behforouz: Zero-cement vs. cementitious mortars: An experimental comparative study on engineering and environmental properties, J.

Tayeh1 B H Abu Bakar2 M A Megat Johari3 1Civil Engineering Department, Islamic University of Gaza, Gaza, Palestine 2,3School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus 14300 Nibong Tebal, Pulau Pinang, Malaysia btayeh@iugaza.edu1 cebad@eng.usm.my2 cemamj@eng.usm.my3 Keywords: Reactive powder concrete (RPC); Bond strength; Overlay concrete; Pull off test; Existing concrete; Durability.
Voo, Utilization of ultra high performance fibre concrete (UHPFC) for rehabilitation – a review. , in: The 2nd International Conference on Rehabilitation and Maintenance in Civil Engineering (ICRMCE-2), 8-10 March 2012 Solo, Indonesia, 2012, pp. 533-546

Monitoring of Chemical Resistance of New Grouting Materials FIGALA Petr1,a*, DROCHYTKA Rostislav1,b, HERMANN Radek1,c, ČERNÝ Vít1,d, KOLÍSKO Jiří2,e 1Faculty of Civil Engineering, Brno University of Technology, Veveří 331/95, 602 00 Brno, Czech Republic 2Czech Technical University in Prague, Jugoslávských partyzánů 1580/3, 160 00 Prague 6 – Dejvice, Czech Republic afigala.p@fce.vutbr.cz, bdrochytka.r@fce.vutbr.cz, cxherma23@vutbr.cz, dcerny.v@vutbr.cz, ekolisko@klok.cvut.cz Keywords: invert grouting, sulphate resistance, crystalline waterproofing admixture, modification.
This development is part of the cooperation between Faculty of Civil Engineering BUT in Brno and a renowned building materials manufacturer.
Turček, Foundation engineering, (Zakladanie stavieb), Bratislava: Jaga group, 1998
Zou, An integrated macro-microscopic model for concrete deterioration under external sulfate attack, Engineering Fracture Mechanics. 240, 2020

Research on Repeatability of Karst Water Burst Flood and Stability of Long-hole Grouting in Long and Large Tunnel Xudong Zhang1, 2 and Peng Wang1,3,a 1 China railway 11th bureau, room2104 in zhongtie building on zhongshan road 347# in Wuchang area ,Wuhan ,Hubei, China 2College of Civil Engineering, Chongqing University, Chongqing ,China 3 School of civil engineering and architecture in changsha university of science and technology, changsha,hunan,China apeacey119@sina.com Keywords: Karst Water Burst Flood; Long-Hole Grouting; Water Stop Cement; Darcy’s Law Stability Abstract.
Engineering geology of hydraulic and hydroelectric projects in karst areas.Beijing: Warterpub,1994.
Causes and prevention measures of clogging in the reinjection well of a geothermal double-well system.Hydrological Geology and Engineering Geology, 2007(2): 71-74.

Electromagnetic Properties of Bearing Cement-based Materials Aili Guo1,a, Ri Gao 1,b and Hengjing Ba2,c 1School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China 2School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China aili.guo@163.com, brigao@center.njtu.edu.cn, cbahengjing2001@yahoo.com.cn Key words: Cement-based materials, Electromagnetic parameter, Reflectivity of electromagnetic wave, Absorption of electromagnetic wave, Absorption/bearing integration.
Introduction Cement-based material being rich in resource, good environmental adaptability and durability is one of the most common using structural materials in engineering [1].
Table 2 shows that compressive strength of the cement-based material is 120.7MPa and can be used as bearing material in engineering, so the cement-based material has absorbing/bearing properties.