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Online since: July 2014
Authors: Jiang Tao Xia, Shao Fei Zhang, Shi Qing Huang, Hua Rong Shen, Ze Jun Liu
Monitoring and Analysis for the Deformation of SMW Retaining Structures in Subway Station
Jiangtao Xia1, a, Shaofei Zhang2, Huarong Shen1, Zejun Liu1, Shiqing Huang3, b
1School of Civil Engineering, Huaiyin Institute of Technology, Huai’an 223001,China
2 Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China
3 MOE Key Lab of Disaster Forecast and Control in Engineering, Jinan University, Guangzhou 510632, China
axjthyit@163.com, bthuangsq@jnu.edu.cn
Keywords: Deep Foundation Pit; SMW; Monitoring; deformation; Subway Station.
Research on Interaction of Shaped Steel and Cement-Soil of SMW Engineering Method [D].
Tianjin: Tianjin University School of Civil Engineering, 2003.
Underground Engineering and Tunnels.
Research on calculation means and application of retaining structure in SMW engineering method [D].
Research on Interaction of Shaped Steel and Cement-Soil of SMW Engineering Method [D].
Tianjin: Tianjin University School of Civil Engineering, 2003.
Underground Engineering and Tunnels.
Research on calculation means and application of retaining structure in SMW engineering method [D].
Online since: March 2017
Authors: Mauricio J. Toledo, Williams Calderón, Raimundo Cirano
Beauchef 851, Santiago, Chile.
2Assistant Professor, Civil Engineering Department, Universidad Andres Bello,
Sazié 2119, 1st Floor, Santiago, Chile.
3Research Assistant, Mechanical Engineering Department, Universidad de Chile, Santiago, Chile.
The environmental and economic savings were the incentives that led the Austrian mining engineer von Rittinger to invent the heat pump in 1855 [1].
Civil Engineering Thesis.
Civil Engineering Thesis.
Mechanical Engineering Thesis.
The environmental and economic savings were the incentives that led the Austrian mining engineer von Rittinger to invent the heat pump in 1855 [1].
Civil Engineering Thesis.
Civil Engineering Thesis.
Mechanical Engineering Thesis.
Rutting Resistance Evaluation of Structural Combinations of Asphalt Pavement Subjected to Heavy Duty
Online since: July 2012
Authors: Xiang Bing Gong, Ze Jiao Dong, Gui Qing Xiao, Teng Long
Rutting Resistance Evaluation of Structural Combinations of Asphalt Pavement Subjected to Heavy Duty
Zejiao Dong1,a, Xiangbing Gong2,b, Guiqing Xiao3,c, Teng Long4,d
1 School of Transportation Science & Engineering, Harbin Institute of Technology, Harbin 150090, China
2 School of Transportation Science & Engineering, Harbin Institute of Technology, Harbin 150090, China
3 School of Transportation Science & Engineering, Harbin Institute of Technology, Harbin 150090, China
4 School of Transportation Science & Engineering, Harbin Institute of Technology, Harbin 150090, China
ahitdzj@hit.edu.cn, bgongxiangbing@126.com, cwuxingxgq@sina.com, dlt328166958@163.com
Keywords: Asphalt pavement; rutting resistance; structural combination; heavy duty
Abstract.
Haddock, A Random Parameters Seemingly Unrelated Equations Approach to the Post-Rehabilitation Performance of Pavements, Journal of Materials in Civil Engineering (2012)
[3] Jaeseung Kim, Reynaldo Roque, Thomas Byron, Viscoelastic Analysis of Flexible Pavements and Its Effects on Top-Down Cracking, Journal of Material in Civil Engineering vol.21 (7) (2009), p:324-332
Sebaaly, Thileepan Sathanathan et al, Impact of Anti-strip Additives on Pavement Performance Using M-E Pavement Design Guide, Journal of Materials in Civil Engineering (2012)
[9] ZHANG Dongsheng, XU Xijuan, ZHANG Mingcheng et al, Semi-flexible Base’s Material Properties and Pavement Structure Applicability, Proceedings of the Third International Conference on Transportation Engineering (2011), p:2139-2144.
Haddock, A Random Parameters Seemingly Unrelated Equations Approach to the Post-Rehabilitation Performance of Pavements, Journal of Materials in Civil Engineering (2012)
[3] Jaeseung Kim, Reynaldo Roque, Thomas Byron, Viscoelastic Analysis of Flexible Pavements and Its Effects on Top-Down Cracking, Journal of Material in Civil Engineering vol.21 (7) (2009), p:324-332
Sebaaly, Thileepan Sathanathan et al, Impact of Anti-strip Additives on Pavement Performance Using M-E Pavement Design Guide, Journal of Materials in Civil Engineering (2012)
[9] ZHANG Dongsheng, XU Xijuan, ZHANG Mingcheng et al, Semi-flexible Base’s Material Properties and Pavement Structure Applicability, Proceedings of the Third International Conference on Transportation Engineering (2011), p:2139-2144.
Online since: July 2014
Authors: Zhi Long Chen, Xing Bin Wang, Hong Yu Yang, Xiao Bin Yang, Hua Xie
The current city space layout modes of Nanjing is “opening up with multicenter and grouping in axial direction”, there are vast areas of green grounds and waters existing each groups buffering which is favorable for disaster prevention; Yangtze River cut off Nanjing as southern part and northern part of the river geographically with major hazard source focusing in the northern part of the river, the isolation of Yangtze River largely lower the secondary disaster from the northern part of the river to the southern part but at the same time, the transportation between the two parts is constrained with difficulties in mutual supporting during overall disasters such as earthquake, war and meteorological disasters; the simple listing of earthquake proof, flood control, fire control and civil defense in current overall planning isn’t planed as a whole comprehensively and coordinate in complementary, influencing the comprehensive effects of disaster prevention and operability of disaster prevention
The backbone network of Nanjing disaster prevention passageway can comprehensively integrate underground traffic and underground civil defense passageway, rescuing passageway in the air and water rescuing passageway depending on existing ground and rail transit.
Based on open space system of Nanjing, Focusing on the green disaster prevention space construction of main city Qinhuai River linear green space and space along the Ming City Wall; Based on Yangtze river water system, Huai river water system and Tai lake water system, combining special panning of Nanjing flood proof, gradually complete the blue disaster prevention space construction of various disaster prevention passageway of water way; besides consolidating independent the disaster prevention system of civil defense engineer, taking city underground traffic, especially subway networks, as framework and subway station, transfer station, important public underground space as nodes, organically combine underground space system and ground disaster prevention space, strengthen integrated design of disaster prevention from ground and underground spaces, forming significantly effective underground disaster prevention space.
The backbone network of Nanjing disaster prevention passageway can comprehensively integrate underground traffic and underground civil defense passageway, rescuing passageway in the air and water rescuing passageway depending on existing ground and rail transit.
Based on open space system of Nanjing, Focusing on the green disaster prevention space construction of main city Qinhuai River linear green space and space along the Ming City Wall; Based on Yangtze river water system, Huai river water system and Tai lake water system, combining special panning of Nanjing flood proof, gradually complete the blue disaster prevention space construction of various disaster prevention passageway of water way; besides consolidating independent the disaster prevention system of civil defense engineer, taking city underground traffic, especially subway networks, as framework and subway station, transfer station, important public underground space as nodes, organically combine underground space system and ground disaster prevention space, strengthen integrated design of disaster prevention from ground and underground spaces, forming significantly effective underground disaster prevention space.
Online since: July 2017
Authors: Massimiliano Gioffrè, Vittorio Gusella, Chiara Pepi, Bernie Baietti, Antonio Trimboli, Nicola Cavalagli, Giovanni Mantegazza
In Situ Shear Tests on Masonry Panels Strengthened with
Fiber-Reinforced Mortar Repointing
Nicola Cavalagli1,a∗ , Massimiliano Gioffre1,b , Vittorio Gusella1,c ,
Chiara Pepi1,d , Bernie Baietti2,e , Giovanni Mantegazza2,f
and Antonio Trimboli3,g
1Department of Civil and Environmental Engineering, University of Perugia, via G.
When mortar is one of these elements, as in the case of the most common civil buildings, it plays a fundamental role in the overall structural response, as the role of matrix in the masonry considered as a composite material.
For these reasons, structural repointing of masonry walls is considered an effective strengthening measure especially for historical and civil constructions exposed to peculiar environmental conditions.
When mortar is one of these elements, as in the case of the most common civil buildings, it plays a fundamental role in the overall structural response, as the role of matrix in the masonry considered as a composite material.
For these reasons, structural repointing of masonry walls is considered an effective strengthening measure especially for historical and civil constructions exposed to peculiar environmental conditions.
Online since: January 2014
Authors: Carolina Nascimento de Oliveira, Michelle Pereira Babisk, Fernando Vernilli, Sergio Neves Monteiro, Veronica Scarpini Candido, Carlos Mauricio Fontes Vieira
Universidade de São Paulo – USP; Estrada do Campinho s/n, Campinho
12602-810 - Lorena, SP - Brasil - Caixa-postal: 116
4 - IME - Military Institute of Engineering, Department of Materials Science, Praça General Tibúrcio, 80, 22290-270, Rio de Janeiro - RJ, Brazil.
Introduction The most important raw material in the production of red ceramics products, such as bricks and tiles for civil construction, is the naturally occurring common clay.
In Brazil, the expansion of the civil construction sector is ever more demanding red ceramic products.
Therefore, the particle size of the waste is suitable for addition into ceramics for civil construction
Introduction The most important raw material in the production of red ceramics products, such as bricks and tiles for civil construction, is the naturally occurring common clay.
In Brazil, the expansion of the civil construction sector is ever more demanding red ceramic products.
Therefore, the particle size of the waste is suitable for addition into ceramics for civil construction
Online since: October 2012
Authors: Wen Zhong Zheng, Kun Wang, Hui Hui Luo
Performance of Frame Structure composed of Steel Reinforced Concrete Beam and Angle-steel Concrete Column under Horizontal Loading
Kun Wang 1, a, Huihui Luo 2,b and Wenzhong Zheng 3,c
1 College of civil science and engineering, Yangzhou Univercity,Yangzhou 225127,China
2 JiangSu oilfield survey and design research institute, Yangzhou 225009, China
3 School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
awangkun@yzu.edu.cn, bhuihui5921@tom.com, czhengwenzhong@hit.edu.cn
Keywords: steel reinforced concrete beam; angle-steel concrete column; frame structure; FEM
Abstract.
Zhang: Earthquake Engineering and Engineering Vibration, Vol.9(1) (2010), p. 65-74 [3] W.
Ji: Earthquake Engineering and Engineering Vibration.
Ji: Earthquake Engineering and Engineering Vibration.
Chen: Application of ABAQUS in Civil Engineering (Zhejiang University press, Hangzhou 2006, in Chinese) [8] Z.
Zhang: Earthquake Engineering and Engineering Vibration, Vol.9(1) (2010), p. 65-74 [3] W.
Ji: Earthquake Engineering and Engineering Vibration.
Ji: Earthquake Engineering and Engineering Vibration.
Chen: Application of ABAQUS in Civil Engineering (Zhejiang University press, Hangzhou 2006, in Chinese) [8] Z.
Online since: July 2024
Authors: Sajjad Ali, Arooba Ejaz
Effect of Recycled Concrete Aggregates (RCA) for Rutting Susceptibility in Flexible Pavement
Sajjad Ali1,a* and Arooba Ejaz2,b
1Assistant Professor, Department of Civil Engineering, NED University of Engineering & Technology, Karachi, Pakistan.
Asmi, "Construction waste management: Malaysian perspective," in International Conference on Civil and Environmental Engineering Sustainability (IConCEES), Malaysia, 2012, pp. 299-309
Washburn, Principles of highway engineering and traffic analysis: John Wiley & Sons, 2020
Disfani, "Reclaimed asphalt pavement and recycled concrete aggregate blends in pavement subbases: laboratory and field evaluation," Journal of Materials in Civil Engineering, vol. 26, pp. 349-357, 2014
Nuruddin, "Mechanical properties of high-performance concrete reinforced with basalt fibers," Procedia Engineering, vol. 77, pp. 131-139, 2014
Asmi, "Construction waste management: Malaysian perspective," in International Conference on Civil and Environmental Engineering Sustainability (IConCEES), Malaysia, 2012, pp. 299-309
Washburn, Principles of highway engineering and traffic analysis: John Wiley & Sons, 2020
Disfani, "Reclaimed asphalt pavement and recycled concrete aggregate blends in pavement subbases: laboratory and field evaluation," Journal of Materials in Civil Engineering, vol. 26, pp. 349-357, 2014
Nuruddin, "Mechanical properties of high-performance concrete reinforced with basalt fibers," Procedia Engineering, vol. 77, pp. 131-139, 2014
Online since: August 2020
Preface
The International Conference on Geotechnical Engineering-Iraq (ICGE-Iraq 2020) was organized by the Iraqi Scientific Society for Soil Mechanics and Foundation Engineering (ISSSMFE) in cooperation with the Civil Engineering Department/University of Baghdad.
ICGE-Iraq 2020 is a forum to bring together scientists, researchers and industry professionals to discuss innovative ideas and diverse topics on the next generation of sustainable geotechnical and geoenvironmental engineering.
The book contains recent research studies in several themes of geotechnical engineering and sustainability.
Also, the research themes of this book are extended to include some studies in construction management and structural engineering.
Mahdi Karkush Chairman of Organization Committee of ICGE-Iraq President of Iraqi Scientific Society for Soil Mechanics and Foundation Engineering Committees Organization Committee Dr.
ICGE-Iraq 2020 is a forum to bring together scientists, researchers and industry professionals to discuss innovative ideas and diverse topics on the next generation of sustainable geotechnical and geoenvironmental engineering.
The book contains recent research studies in several themes of geotechnical engineering and sustainability.
Also, the research themes of this book are extended to include some studies in construction management and structural engineering.
Mahdi Karkush Chairman of Organization Committee of ICGE-Iraq President of Iraqi Scientific Society for Soil Mechanics and Foundation Engineering Committees Organization Committee Dr.
Online since: January 2014
Authors: Sun Yi Si, Bing Hui Chen, Wen Zhang, Jia Wei Qian, Guo Qing Ding
Then industrial and civil buildings and other facilities will be multiplied, which leads to use plenty of high-performance concrete materials. i.e.
[7] The school of Nanjing chemistry engineering, Translated by the department of materials science and engineering.
[7] The school of Nanjing chemistry engineering, Translated by the department of materials science and engineering.