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Online since: December 2012
Authors: Guang Chun Zhou, Fu Cheng Yin, Hua Guo
Parametric Analysis of Flexible Pavement Layers’ Accumulating Deflections
Yin Fucheng1,2,a; Zhou Guangchun3,b and Guo Hua4,c
1PHD Candidate, School of Civil Engineering, Harbin Institute of Technology, China
2Lecturer, College of Mathematics and Information Science; Neijiang Normal University , China
3Professor, School of Civil Engineering, Harbin Institute of Technology, China
4Chief Engineer, SRA, USA.
Advances in Engineering Software, 34, p.657–662. (2003) [7] S.
PhD Thesis, Department of Civil Engineering, North Caralina State University. (2003) [8] W.D.
Journal of Transportation Engineering, ASCE, Vol. 131, No. 6 (2005), p.460-467
Proceedings of 2nd International Conference on Transportation and Environment Engineering, Najing, China. (2012)
Advances in Engineering Software, 34, p.657–662. (2003) [7] S.
PhD Thesis, Department of Civil Engineering, North Caralina State University. (2003) [8] W.D.
Journal of Transportation Engineering, ASCE, Vol. 131, No. 6 (2005), p.460-467
Proceedings of 2nd International Conference on Transportation and Environment Engineering, Najing, China. (2012)
Online since: January 2015
Authors: Lin Jie Li, Jia Liang Liu
The Study on Fire Evolution Characteristics in Multi-room Environment
Liu Jialiang1,a, Li Linjie1, 2, b
1School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing, 400074, China
2State Key Laboratory of Fire Science, University of Science and Technology, Hefei, 230026, China
aemail: leonliujia@163.com, bemail:lilinjie@mail.ustc.edu.cn
Keywords: Multi-room fire; Fire evolution; Numerical simulation; Emergency rescue
Abstract.
Acknowledgement This paper was supported by the foundation of National and Local Joint Engineering Laboratory of Traffic Civil Engineering Materials (Project No.
Safety and Environmental Engineering, 2012 19(1) 73-76
Journal of Civil, Architectural & Environmental Engineering, 2012 34(4):149-156
Engineering Structures, 2010 32(5) 1223-1235
Acknowledgement This paper was supported by the foundation of National and Local Joint Engineering Laboratory of Traffic Civil Engineering Materials (Project No.
Safety and Environmental Engineering, 2012 19(1) 73-76
Journal of Civil, Architectural & Environmental Engineering, 2012 34(4):149-156
Engineering Structures, 2010 32(5) 1223-1235
Online since: July 2021
Authors: Valeria V. Strokova, Viktoriya V. Nelyubova, Ulyana N. Duhanina, Dmitriy A. Balitsky, Oleg I. Drozdov
Netsvet, Cellular composites with ambient and autoclaved type of hardening with application of nanostructured binder, IOP Conference Series: Materials Science and Engineering 96(1) (2015) 012010
Nardinocchi, Mechanical characterization of engineered cement-based composites prepared with hybrid fibres and expansive agent, Composites Part B: Engineering. 98 (2016) 389–396
Cherkashin, Fine-grained concrete with various types of fibers, Magazine of Civil Engineering 97(5) (2020) 9702
Balitsky, Crack closure in a cement matrix using bacterial precipitation of calcium carbonate, Lecture Notes in Civil Engineering 95 (2021) 158-164
Balitsky, Assessment of the Fungus Resistance of Cement Stone with a Biocide with Bacterial Cultures Used in Carbonate Biomineralization, Lecture Notes in Civil Engineering 147 (2021) 154-160.
Nardinocchi, Mechanical characterization of engineered cement-based composites prepared with hybrid fibres and expansive agent, Composites Part B: Engineering. 98 (2016) 389–396
Cherkashin, Fine-grained concrete with various types of fibers, Magazine of Civil Engineering 97(5) (2020) 9702
Balitsky, Crack closure in a cement matrix using bacterial precipitation of calcium carbonate, Lecture Notes in Civil Engineering 95 (2021) 158-164
Balitsky, Assessment of the Fungus Resistance of Cement Stone with a Biocide with Bacterial Cultures Used in Carbonate Biomineralization, Lecture Notes in Civil Engineering 147 (2021) 154-160.
Numerical Analysis of Temperature Field of Cup-Shaped Frozen Soil Wall Reinforcement at Shield Shaft
Online since: July 2013
Authors: Hui Zeng, Jun Hu, Xiao Bin Wang
Numerical Analysis of Temperature Field of Cup-shaped Frozen Soil Wall
Reinforcement at Shield Shaft
Jun Hu 1, a, Hui Zeng 2 3, b and Xiaobin Wang 4, c
1 College of Civil Engineering and Architecture, Hainan University, Haikou, Hainan, 570228, China
2 School of Civil Engineering and Architecture, Wuyi University, Guangdong, 529020, China
3 The Construction Department of Wuyi University, Jiangmen, Guangdong, 529020, China
4 Changshu Institute of Technology, Changshu, Jiangsu, 215500, China
ahj7140477@yahoo.com.cn, bwyunjfu@126.com, c369993308@qq.com
Keywords: Shield Launching, Cup-shaped frozen, Temperature field, Numerical simulation
Abstract.
The geography model and the calculation model after mesh generation According to the engineering investigation report and accessing to the related literature [4-6], the parameters of the model are shown in Table 2.
Zhang, “Chemical Reinforcement Area at Shield Start Shaft and Its Technology Study”, Railway Engineering, 15 (2010) 47-51.
Cai, “Study on Numerical Simulation of Cup-shaped Horizontal Freezing Reinforcement Project near Shield Launching”, 2011 International Conference on Electric Technology and Civil Engineering (ICETCE).
Cai, “In-situ investigation of mode to strengthen shield-tunnel end on Suzhou metro line No.1”, Railway Engineering, 11 (2010) 32-35.
The geography model and the calculation model after mesh generation According to the engineering investigation report and accessing to the related literature [4-6], the parameters of the model are shown in Table 2.
Zhang, “Chemical Reinforcement Area at Shield Start Shaft and Its Technology Study”, Railway Engineering, 15 (2010) 47-51.
Cai, “Study on Numerical Simulation of Cup-shaped Horizontal Freezing Reinforcement Project near Shield Launching”, 2011 International Conference on Electric Technology and Civil Engineering (ICETCE).
Cai, “In-situ investigation of mode to strengthen shield-tunnel end on Suzhou metro line No.1”, Railway Engineering, 11 (2010) 32-35.
Online since: September 2011
Authors: Chen Bing Ouyang, Ying Chen
The Critical Construction Techniques of Preventing Quality Defects of External Wall Insulation
Chenbing Ouyang1a, Ying Chen2b
1School of Civil Engineering, Changsha University of Science & Technology, P.R.China, 410004
2School of Civil Engineering, Changsha University of Science & Technology, P.R.China, 410004
asgcsust@sohu.com, byinghuizi0608@126.com
Keywords: External wall insulation, Critical construction technique, Quality defect cause
Abstract.
Literature research and field investigation to engineers and technicians are adopted.
Lin (2009) introduced the composite insulation board application, leakage causes and measures of leakage-proof by a case engineering project study[4].
Acknowledgements This research was financially supported by Hunan Provincial Education Department under Grant No:10c0357 and technically supported by Hunan Construction Engineering Group Corporation, China Construction Fifth Engineering Division Corp., Ltd and other construction enterprises.
Çomaklı, B.Yϋksel: Applied Thermal Engineering, Vol.23 (2003), p.473
Literature research and field investigation to engineers and technicians are adopted.
Lin (2009) introduced the composite insulation board application, leakage causes and measures of leakage-proof by a case engineering project study[4].
Acknowledgements This research was financially supported by Hunan Provincial Education Department under Grant No:10c0357 and technically supported by Hunan Construction Engineering Group Corporation, China Construction Fifth Engineering Division Corp., Ltd and other construction enterprises.
Çomaklı, B.Yϋksel: Applied Thermal Engineering, Vol.23 (2003), p.473
Online since: October 2014
Authors: Miroslav Pinka, Martin Stolárik, Tomáš Novotný, Roman Fojtík
Seismic load analysis around the temporary bridge construction before and after vibration mats installation
PINKA Miroslav1, a *, STOLÁRIK Martin1, b,
FOJTÍK Roman2, c, NOVOTNÝ Tomáš2, d
1 VSB - Technical University of Ostrava, Faculty of Civil Engineering, Department of Geotechnics and Underground Engineering, L.
Podéště 1875, 708 33, Ostrava-Poruba, Czech Republic, 2 VSB - Technical University of Ostrava, Faculty of Civil Engineering, Department of Structure, L.
For this purpose, a number of temporary engineer equipment is used.
Especially the mounted engineer bridge "Mabey Bridge" served the best purpose.
Journal of bridge engineering. 2013, 18, No. 10, p. 957-968.
Podéště 1875, 708 33, Ostrava-Poruba, Czech Republic, 2 VSB - Technical University of Ostrava, Faculty of Civil Engineering, Department of Structure, L.
For this purpose, a number of temporary engineer equipment is used.
Especially the mounted engineer bridge "Mabey Bridge" served the best purpose.
Journal of bridge engineering. 2013, 18, No. 10, p. 957-968.
Online since: May 2013
Authors: Jian Feng Xu, Jun Hai Zhao, Yan Li, Wen Biao Liang, Peng Wu
Behavior of concrete-filled stiffened square steel tubes subjected to eccentric compressive load [J].China Civil Engineering Journal, 2011, 44(10): 26-34, in Chinese
Railway Engineering, 2011,(12): 143-145, in Chinese
China Civil Engineering Journal, 2011,44(1):42-49, in Chinese
Journal of Architecture and Civil Engineering, 2008, 25(4):78-82, in Chinese
Strength theory and Engineering application [M].
Railway Engineering, 2011,(12): 143-145, in Chinese
China Civil Engineering Journal, 2011,44(1):42-49, in Chinese
Journal of Architecture and Civil Engineering, 2008, 25(4):78-82, in Chinese
Strength theory and Engineering application [M].
Online since: April 2015
Therefore, advances in the understanding of fluid flow, thermodynamics and heat/mass
transfer continue to be crucial in science as well as in almost all fields of engineering.
They are usually part of applied mathematics, physics and engineering research, and can be involved in astrophysics, meteorology, geophysics, oceanography, biology, and many more, including the traditional branches of engineering (mechanical, civil and chemical engineering) and new fields such as bioengineering or nanotechnology.
The special session "Fluid Flow, Energy Transfer and Design" held at the 10th International Conference on Diffusion in Solids and Liquids (DSL 2014) sheltered papers of different areas ranging from physics, mathematics and chemistry to engineering and provided several contributions for this topical volume.
They are usually part of applied mathematics, physics and engineering research, and can be involved in astrophysics, meteorology, geophysics, oceanography, biology, and many more, including the traditional branches of engineering (mechanical, civil and chemical engineering) and new fields such as bioengineering or nanotechnology.
The special session "Fluid Flow, Energy Transfer and Design" held at the 10th International Conference on Diffusion in Solids and Liquids (DSL 2014) sheltered papers of different areas ranging from physics, mathematics and chemistry to engineering and provided several contributions for this topical volume.
Online since: December 2024
Preface
The civil engineering and environmental engineering fields continue to evolve rapidly, driven by imperatives of sustainability and innovation.
The articles compiled in this special edition reflect the results of cutting-edge research and practical engineering decisions in domains of sustainable and high-performance building materials, geotechnical engineering and pollutant absorption technologies.
The second chapter, "Geotechnical Engineering", addresses the complex challenges inherent in the internal erosion of gap-graded sands and using triaxial geogrid in reinforcing crushed rock base constructed on soft soil subgrade.
The articles compiled in this special edition reflect the results of cutting-edge research and practical engineering decisions in domains of sustainable and high-performance building materials, geotechnical engineering and pollutant absorption technologies.
The second chapter, "Geotechnical Engineering", addresses the complex challenges inherent in the internal erosion of gap-graded sands and using triaxial geogrid in reinforcing crushed rock base constructed on soft soil subgrade.
Online since: December 2010
Authors: Min Sheng Guan, Da Jian Han, Hong Biao Du, Xin Wang
A Study on Dissipation of Cumulative Hysteretic Energy
in Reinforced Concrete Frame Structures
Minsheng Guan1, 2, a, Dajian Han1,b, Hongbiao Du3,c and Xin Wang2,d
1 School of Civil and Transportation Engineering, South China University of Technology, Guangzhou 510640, China
2 School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China
3 College of Civil Engineering, Shenzhen University, Shenzhen 518060, China
amsguan@gdut.edu.cn, bdjhan@scut.edu.cn,
cdu_hongbiao@126.com, d sida_wang@hotmail.com
Keywords: Reinforced Concrete Frame; Earthquake Input Energy; Energy Dissipation; Hysteretic Energy Distribution; Time-History Dynamic Analysis
Abstract.
Acknowledgements The research study described herein is sponsored by Shenzhen Durability Center for Civil Engineering (SZDCCE09-01), Shenzhen University.
Akbas: Journal of Earthquake Engineering Vol.3 (1999), p. 519 [8] B.J.
Ye: Engineering Mechanics Vol. 25(2008), p. 28 (In Chinese) [10] P.
Shen: Earthquake Engineering and Engineering Vibration Vol. 26(2006), p.109(In Chinese) [12] M.
Acknowledgements The research study described herein is sponsored by Shenzhen Durability Center for Civil Engineering (SZDCCE09-01), Shenzhen University.
Akbas: Journal of Earthquake Engineering Vol.3 (1999), p. 519 [8] B.J.
Ye: Engineering Mechanics Vol. 25(2008), p. 28 (In Chinese) [10] P.
Shen: Earthquake Engineering and Engineering Vibration Vol. 26(2006), p.109(In Chinese) [12] M.