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Analysis on Capacity of Unsignalized Intersection on Urban Arterial Road in Slight Snowy Weather Liang Xu 1,a, Guozhu Cheng 2,b * 1School of Civil Engineering, Changchun Institute of Technology, 395 Kuanping Road, Changchun 130012, China 2School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Road, Harbin 150090, China a xuliang@ccit.edu.cn, bguozhucheng@126.com *Corresponding author Keywords: capacity; unsignlized intersection; critical gap; following headway; slight snow Abstract.
Office of Traffic Engineering, 1981

Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structure of the Deep Foundation Bangjia Liu1, a, Qian Xu1,b 1College of Civil Engineering and Architecture, LiaoNing Technical University albj605@tom.com, b xq-1015@163.com Keywords: Deep Foundation; Pile-Anchor Support Structure; Distortion Analysis; Optimization Design Abstract.
Introduction The support structure of pile-anchor is a tension member .It is an end joint in the pile with another end anchor is in the ground soil layer to withstand the earth pressure and the hydraulic pressure behind the pile .It is one kind of structure by using the anchorage force of stratum to maintain structure stable [1] .At present, the pile-anchor structure is widely used, for it is a highly effective and economical technical form which can use fully the own intensity and the self-supporting ability of rock, reduce the self-weight of structure and save the engineering materials[2].However, it still exists some questions: a. there is the insufficient consummation of work mechanism and design calculation method in the research of pile-anchor structure. b. it is necessary to do further study about its destruction pattern's concept.
Engineering foundation is a long linearity, the north side of 271.34m, east of 129.9m,while the south is 231.19m and the west side of 110.5m.It is mainly used in the support system that are composed by the pile-anchor with putting the slope.

Experimental and Theoretical Study of Air-entraining Concrete under Biaxial Compression after Freezing-thawing Cycle Jiawei Yao1,a, Yupu Song2,b and Lingxia Gao 1,c 1 School of Civil and Architecture Engineering, Dalian Nationalities University, Dalian, 116600, China 2 State Key Laboratory of Coastal Offshore Engineering, Dalian University of Technology, Dalian 116024, China a yao.jw@sohu.com, bsongyupu@163.com, c gaolingxia2006@126.com Keywords: air-entraining concrete; biaxial compression; experimental study; failure criterion；freezing-thawing cycle Abstract.
Chinese Journal of Rock Mechanics and Engineering, Vol.24 No.10(2005), p.1740-1745.

., Shandong Institute of Business and Technology, China 3School of Civil Engineering and Architecture, Zhejing University, China aliguibing@zju.edu.cn, bccecgyg@126.com, cselina@zju.edu.cn Keywords: RC Beam, CFRP-strengthened, intermediate crack, debonding failure, mechanism Abstract.
Frostig, Composites Part B-Engineering, 2003. 34(8): p. 663-677
Hu, Engineering Mechanics, 2004. 21(5): p. 150-156.

Han, "Trend analysis on adoption of virtual and augmented reality in the architecture, engineering, and construction industry," Data (Basel), 2020, [Online].
Kalibatiene, "The concept of the ideal indoor environment in multi-attribute assessment of dwelling-houses," Archives of Civil and Mechanical Engineering, vol. 11, no. 1, 2011, doi: 10.1016/S1644-9665(12)60176-9
Khattab, "Solar conscious house design in Kuwait," Kuwait Journal of Science and Engineering, vol. 37, no. 2 B, pp. 59–72, Dec. 2010
Adeli, "Sustainable building design," Journal of Civil Engineering and Management, vol. 20, no. 1.
Dash, "Application of biomimicry in building design," International Journal of Civil Engineering and Technology, vol. 9, no. 2, pp. 644–660, Feb. 2018

Literature Review of Applicable Ballistic Materials for Temporary Wooden Building Envelopes Elina Barone1,a*, Baiba Gaujena1,b and Martins Vilnitis1,c 1Riga Technical University, Faculty of Civil Engineering, Department of Building Technology, Kipsalas Street 6a, Riga, LV-1048, Latvia aelina.barone@rtu.lv, bbaiba.gaujena@rtu.lv, cmartins.vilnitis@rtu.lv Keywords: bulletproof materials, Glock 17, best ballistic wall, comparison.
J. of Impact Engineering. 180 (2023) 734-743.
J. of Impact Engineering. 12(1) (1992) 1-7. https://doi.org/10.1016/0734-743X(92)90282-X [11] M. 
Jauberthie, Enhanced Gypsum Panels for Fire Protection, Journal of Materials in Civil Engineering. 20(1) (2008) 71-77. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:1(71) [59] A. de Korte, H. 
Vilnitis, Plywood Panel with UHMW Polyethylene Board Ballistic Resistance, Journal of Sustainable Architecture and Civil Engineering. 32 (1) (2023) 233-243. https://doi.org/10.5755/j01.sace.32.1.32822

Optimization of Reinforced Concrete Structures in Terms of Environmental Impacts, Durability and Cost HORÁKOVÁ Anna1,a*, KOHOUTKOVÁ Alena1,b and BROUKALOVÁ Iva1,c 1Department of Concrete and Masonry Structures, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 2077/7, 166 29 Praha 6 – Dejvice, Czech Republic aanna.horakova@fsv.cvut.cz, bakohout@fsv.cvut.cz, civa.broukalova@fsv.cvut.cz Keywords: Reinforced Concrete Structures, Environmental Impacts, Durability, Structure optimization.
The reinforcement diameter of the stirrups is 8 mm for all structural variants, because this profile is common for civil structures.
Horáková, Optimization of concrete structures in terms of environmental impacts and durability, Doctoral Thesis, Czech Technical University in Prague, Faculty of Civil Engineering, Praha, 2021
Šmerda, Durability of reinforced concrete structures, Technical library of authorized engineer and technician, Praha, 1999, ISBN 80-902697-8-8
Feugeas, Environmental evaluation of concrete made from recycled concrete aggregate implementing life cycle assessment, in: Journal of Building Engineering, 5, 3, pp. 24–33, (2016)

Study in real conditions and in laboratory of the application of expanded agglomerated cork as exterior wall covering ROSETA Maria 1,a; SANTOS Carlos Pina dos 2,b 1: Departamento de Engenharia Civil, Instituto Superior de Engenharia de Lisboa, Rua Conselheiro Emídio Navarro, nº1, 1959-007 Lisboa, Portugal 2: Departamento de Edifícios, Laboratório Nacional de Engenharia Civil, Avenida do Brasil, nº 101, 1700-066 Lisboa, Portugal a mariacruzroseta@gmail.com, b pinasantos@lnec.pt Keywords: Expanded agglomerated cork, exterior covering, viability, laboratory study, real exposure.
It was possible to coat with ICB-HD boards the walls of an experimental test cell localized at the National Laboratory of Civil Engineering (Buildings Department) which was built more than twenty years ago, in order to evaluate and to observe its in situ behaviour over several months/years, under real conditions of application and weather exposure (Lisbon climate).

Corrected Diffusion Model of Chloride In Concrete and Its Engineering Application Pengfei Xue 1, a, Daling Mao2,b 1 Department of Civil Engineering, Henan University of Technology, Zhengzhou 450052, China 2 The Architectural Engineering and Art Designing College, Guangdong Institute of Science and Technology, Guangdong 519090 China axuepengfei@gmail.com, bmaodaling@gmail.com Keywords: Chloride Diffusion Model; Service Life Prediction; Durability; Time-Dependent Reliability Abstract.
Diffusion coefficient was regarded as constant at first, but many experiment studies and engineering investigations showed that the diffusion coefficient decayed with time.
According to the detection results of the Gims ystraumen bridge in Norway in 1992[5] and 1985 data of cover thickness tested by the first harbor engineering company[8], the concrete cover thickness conformed to normal distribution, and the CV ranged from 7% to 15%. 2) Diffusion coefficient: D.
Engineering example General engineering situation.
LU Xiu-min, et al: China Harbour Engineering Vol.14 No.3(2006),p. 9 (In Chinese) [9] BENTZ E C: ACI Materials Journal Vol.100 No.5(2003),p. 391 [10] ZEMAJTIS J, WEYERS R E, SPRINKEL MM: Annual Meeting of the Transportation Research Board (ETATS-UNIS, Washington DC 1998) [11] STEWART M G, VU K A T: Structural Safety Vol.22 No.4(2000),p. 313 [12] FREDERIKREN J M: Proceedings of the 2nd International RILEM Workshop on Testing and Modeling the Chloride Ingress into Concrete (Springer Netherlands Press, Paris 2000) [13] FLUGE F: The 3rd DuraNet Workshop on Service Life Design of Concrete Structures from Theory to Standardization (CRC Press LLC, Troms 2001)

Finite Element Analysis of Utility Pipe Tunnel Affected by Adjacent Deep Excavation Qiu Wei-min1, a, Zhang Hai-lin1,2,b, Wang Gang3,c 1College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443000,Hubei, China; 2Yichang Urban Planning and Design Research Institute, Yichang 443000,Hubei, China; 3 Water Conservancy Bureau of Loudi， Loudi 417000，China aqwm@ctgu.edu.cn, bhilin25@sohu.com,cwg7626@sina.com Keywords: deep excavation, utility pipe tunnel, finite element analysis, influence Abstract.
With the development of urban construction, deep large pits are often located at intensive underground structure area, and the utility pipe tunnel within various pipelines is the lifeline engineering of urban environment .Thus, there is the very necessary practical significance to research on utility pipe tunnel influenced by adjacent deep Excavation.
Deep foundation pit engineering [M].