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Online since: December 2010
Authors: Chang Bing Chen
Study on Rupture Angle of Bulk Solid in Large Diameter Silos
Changbing Chen
Department of Civil Engineering, Hefei University, Hefei 230022, China
ccbahhf@163.com
Keywords: Rupture Angle; Bulk Solid; Large Diameter; Wall Pressure
Abstract.
Analysis of bulk-solid pressures on curve walls and its engineering application.
Journal of Engineering Mechanics, Vol. 127, No. 10, (2001), p. 1033-1043
Analysis of bulk-solid pressures on curve walls and its engineering application.
Journal of Engineering Mechanics, Vol. 127, No. 10, (2001), p. 1033-1043
Online since: November 2012
Authors: Wei Yan, Wan Chun Li, Wei Wang
Finite element EMI model for cracked portal frame and parameter study
Wei YANa, Wanchun LI and Wei WANG
Faculty of Architectural, Civil Engineering and Environment, Ningbo University
Ningbo 315211, P.R.
Introduction Framed structures are widely used in the engineering field and these structures have drawn many people’s attention on their health conditions.
XKL11D2074) and the Impact and Safety of Coastal Engineering Initiative, a COE Program of Zhejiang Provincial Government at Ningbo University (No. zj1009).
Introduction Framed structures are widely used in the engineering field and these structures have drawn many people’s attention on their health conditions.
XKL11D2074) and the Impact and Safety of Coastal Engineering Initiative, a COE Program of Zhejiang Provincial Government at Ningbo University (No. zj1009).
Online since: September 2013
Authors: Yong Biao Lai, Chun Sheng Qiao, Chen Guang Bai
Research of safe distance between concealed karst cave and tunnel
Yongbiao Lai 1,2, a, Chunsheng Qiao1,b and Chenguang Bai 2,c
1 College of Civil Architecture and Engineering, Beijing Jiaotong University, Beijing 100044, China
2 China State Construction Engineering Corporation Technical Center, Beijing 101300, China
alyb3258@126.com, bqiao-cs@163.com, cbaichenguang@cscec.com
Keywords: Concealed Karst Cave, Tunnel, Safe Distance, Energy Catastrophe.
Non-linear science catastrophe theory developed from 1970s and widely applied in geotechnical engineering[1-7].
In practical engineering, the pipe roof support in advance and pre-grouting etc engineering measures were taken in DK137+768.5~DK137+783.6 mileage tunnel construction, then successfully pass the filling karst cave influence part, which verify the derived safe distance fomula feasible and provide theoretical basis for design and construction of karst cave tunnel engineer.
[2] Qin Sichun,He Huaifeng: HYDROGEOLOGY﹠ENGINEERING GEOLOGY.Vol.5 (1995), p.17~20
[3] Xu Qiang, Huang Runqiu: Journal of geotechnical engineering.Vol.19 (1997) , p.25~29
Non-linear science catastrophe theory developed from 1970s and widely applied in geotechnical engineering[1-7].
In practical engineering, the pipe roof support in advance and pre-grouting etc engineering measures were taken in DK137+768.5~DK137+783.6 mileage tunnel construction, then successfully pass the filling karst cave influence part, which verify the derived safe distance fomula feasible and provide theoretical basis for design and construction of karst cave tunnel engineer.
[2] Qin Sichun,He Huaifeng: HYDROGEOLOGY﹠ENGINEERING GEOLOGY.Vol.5 (1995), p.17~20
[3] Xu Qiang, Huang Runqiu: Journal of geotechnical engineering.Vol.19 (1997) , p.25~29
Online since: May 2012
Authors: Jin Song Gui, Zhen Guo Li, Bo Zhang
Study on the Influence of m Value to Internal Force and Deformation for Transverse Bent of High-piled Wharf
Jinsong Gui1,a, Zhenguo Li1,b and Bo Zhang1,c
1Ocean and Civil Engineering Department, DaLian Ocean University, DaLian, LiaoNing, 116023, China
aguijs@163.com, blizhenguo1983@163.com,c1129396364@qq.com
Keywords: m Value, High-piled Wharf, Transverse Bent, Internal Force and Deformation.
The results would be more close to the practical engineering through the above process
References [1] Code for Pile Foundation of Harbour Engineering (JTJ 254 ─ 98), China
[4] Feng Wu: Water Engineering, 32-34 (1), 2010, In Chinese
[8] Weikang Lao, Liyun Zhou, Dao Wang: Rock Mechanics and Engineering, 1770-1777 (10), 2004, In Chinese
The results would be more close to the practical engineering through the above process
References [1] Code for Pile Foundation of Harbour Engineering (JTJ 254 ─ 98), China
[4] Feng Wu: Water Engineering, 32-34 (1), 2010, In Chinese
[8] Weikang Lao, Liyun Zhou, Dao Wang: Rock Mechanics and Engineering, 1770-1777 (10), 2004, In Chinese
Online since: July 2013
Authors: Guang Feng Wang
Characteristics of steel structure engineering technology
Advantages of steel structure engineering
First, the weight of steel structure is light.
The steel consumption of light steel structure is about 20-50kg/m2 generally in the industrial and civil buildings without crane beams, and thus it is better applicable to some areas with soft foundation.
Primarily, the quality of steel structure engineering detail drawing should be ensured.
Quality control in the stage of steel structure engineering construction Most work of steel structure engineering includes welding and installation construction in the stage of construction.
The key steps of steel structure engineering quality control Steel's on-site testing and accepting, marking-off and material preparation, cutting, tube's processing, steel structure welding, fasteners connection engineering, steel member assembly engineering, steel member preassembly engineering, single layer structure installation, rack installation, pressing sheet metal engineering, and steel structure painting engineering are very important and key steps of the steel structure engineering quality control.
The steel consumption of light steel structure is about 20-50kg/m2 generally in the industrial and civil buildings without crane beams, and thus it is better applicable to some areas with soft foundation.
Primarily, the quality of steel structure engineering detail drawing should be ensured.
Quality control in the stage of steel structure engineering construction Most work of steel structure engineering includes welding and installation construction in the stage of construction.
The key steps of steel structure engineering quality control Steel's on-site testing and accepting, marking-off and material preparation, cutting, tube's processing, steel structure welding, fasteners connection engineering, steel member assembly engineering, steel member preassembly engineering, single layer structure installation, rack installation, pressing sheet metal engineering, and steel structure painting engineering are very important and key steps of the steel structure engineering quality control.
Online since: October 2013
Authors: Xian Kai Bao
Analysis of Influence Factors of Tunnel Surrounding Rock Stability and Researches of Its Control Methods
Xiankai Bao
College of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010, Inner Mongolia, China
bxkzlm@163.com
Key words: surrounding rock stability; bolt, tunnel; non-destructive testing; working load.
Monitoring and forecasting of tunnel engineer stability is an important method to guarantee rationality of engineer design and construction and safety of production [4].
Conclusion Rock stability in tunnel engineer is a very complex project and under many factors influences in actual engineering.
But most testing methods depended on experience in actual engineering.
Cai, Rock Mechanics and Engineering, Science Press, Beijing, 2003
Monitoring and forecasting of tunnel engineer stability is an important method to guarantee rationality of engineer design and construction and safety of production [4].
Conclusion Rock stability in tunnel engineer is a very complex project and under many factors influences in actual engineering.
But most testing methods depended on experience in actual engineering.
Cai, Rock Mechanics and Engineering, Science Press, Beijing, 2003
Online since: September 2012
Authors: Andrea E. del Grosso, Paolo Basso
Despite the potential advantages and a consistent number of studies and applications in fields like precision engineering and aircraft engineering, there are no relevant studies related to applications in architecture.
Different types of applications have been proposed in aerospace engineering and robotics.
Small and large structures have also been proposed in the civil engineering field.
Architectural Engineering -Towards the future looking to the past (Venezia, Italy, 2007)
Engineering Structures, 32(9) (2010) 2873-2883
Different types of applications have been proposed in aerospace engineering and robotics.
Small and large structures have also been proposed in the civil engineering field.
Architectural Engineering -Towards the future looking to the past (Venezia, Italy, 2007)
Engineering Structures, 32(9) (2010) 2873-2883
Online since: October 2012
Authors: Li Hua Li
Business Procurement Software Application for Project of Universal Studio of Singapore
Li Lihua
North China University of Water Resources and Electric Power
No.36 beihuan road, Zhengzhou Henan China 450011
Email: lilihua1965@163.com
Key words: project, business procurement software, program, full workflow cost, supplier
Abstract: Project procurement management is the substantial basis of engineering project and also critical about executing project process.
This civil engineering projects are in underground and on the ground two parts, the basements of which covers an area of 80,000 square metres, all reinforced concrete structure, approximately 75,000 cubic metres of concrete, steel of about 17,000 tons.
Considering the characteristics of this project, procurement procedures are as follows: » The works area materials person under field requirements submitted material requirements; » Internal audit by engineering materials group, if recognized, referred to the project manager reviews; » Purchasing Department receiving the material demand, if signed, in recognition of material specifications, prices, orders placed after purchase, usually issued orders by fax; » Order issued and confirmed by the supplier to complete purchases, while marking on the demand to prevent repeat purchases; » Demand form finishing on a monthly archive, review purchase invoices, settlement payments.
[Author] Lili hua, born in 1965, woman, people in Zhengzhou, Associate Professor, master, main research interests include project management, registered construction engineer at the national level,national registered supervision engineer phone: 15938734211,E-mail: lilihua1965@163.com References: [1] Wufang,Hu Jiying.
Engineering project procurement management[M].Beijing China Architecture & Building Press,2008
This civil engineering projects are in underground and on the ground two parts, the basements of which covers an area of 80,000 square metres, all reinforced concrete structure, approximately 75,000 cubic metres of concrete, steel of about 17,000 tons.
Considering the characteristics of this project, procurement procedures are as follows: » The works area materials person under field requirements submitted material requirements; » Internal audit by engineering materials group, if recognized, referred to the project manager reviews; » Purchasing Department receiving the material demand, if signed, in recognition of material specifications, prices, orders placed after purchase, usually issued orders by fax; » Order issued and confirmed by the supplier to complete purchases, while marking on the demand to prevent repeat purchases; » Demand form finishing on a monthly archive, review purchase invoices, settlement payments.
[Author] Lili hua, born in 1965, woman, people in Zhengzhou, Associate Professor, master, main research interests include project management, registered construction engineer at the national level,national registered supervision engineer phone: 15938734211,E-mail: lilihua1965@163.com References: [1] Wufang,Hu Jiying.
Engineering project procurement management[M].Beijing China Architecture & Building Press,2008
Online since: January 2026
Authors: Dmytro Rodionov
Waste from the Destruction of Industrial and Civil Infrastructure as a Resource in the Post-War Revival of Ukraine
RODIONOV Dmytro1,a
1Dnipro University of Technology, Dmytra Yavornytskoho Ave., 19, Dnipro, 49005, Ukraine
abigrody81@gmail.com
Keywords: waste from uncontrolled destruction (WUD); disaster waste management; post-war reconstruction; hazardous debris; WUD classification.
The civil war in Syria (2011–2020) also left behind tens of millions of tons of rubble: in Aleppo alone, more than 15 million tons of construction waste had accumulated by 2017, with a total of more than 130,000 buildings destroyed [7].
Handling this type of waste requires the involvement of military engineers and explosives experts: first, the munitions must be rendered harmless (through controlled detonation or removal for disposal), after which the debris is cleaned of metal and other residues.
Syria (2011–2021): Civil war left cities like Aleppo and Homs in ruins, with tens of millions of tons of debris [7].
This initiative involves the creation of a centralized WUD management system: more than 260 sites of destruction have been surveyed for mines and ammunition [25], and local specialists are being trained in safe methods of handling hazardous waste (in particular, more than 80 Ukrainian engineers have undergone training in assessing asbestos-containing debris and ammunition risks).
The civil war in Syria (2011–2020) also left behind tens of millions of tons of rubble: in Aleppo alone, more than 15 million tons of construction waste had accumulated by 2017, with a total of more than 130,000 buildings destroyed [7].
Handling this type of waste requires the involvement of military engineers and explosives experts: first, the munitions must be rendered harmless (through controlled detonation or removal for disposal), after which the debris is cleaned of metal and other residues.
Syria (2011–2021): Civil war left cities like Aleppo and Homs in ruins, with tens of millions of tons of debris [7].
This initiative involves the creation of a centralized WUD management system: more than 260 sites of destruction have been surveyed for mines and ammunition [25], and local specialists are being trained in safe methods of handling hazardous waste (in particular, more than 80 Ukrainian engineers have undergone training in assessing asbestos-containing debris and ammunition risks).
Online since: December 2013
Authors: Jing Chen, Qing Jie Zhu
Deformation Analysis and Fracture Mechanism of Steel Casing in Oil Wells
Qingjie Zhu1,a, Jing Chen2,b
1 School of Petroleum Engineering, Changzhou University, Changzhou 213016, Jiangsu Province, China
2Deparment of Civil Engineering, Wuxi City College of Vocational Technology, Wuxi 214153, Jiangsu Province, China
aqjzhu@cczu.edu.cn, b jeany0315@sohu.com
Keywords: Deformation Mechanism; Casing; Fluid-Solid Interaction; Rock Creep; Oil Wells; Petroleum Engineering.
Liu, etal: Finite element analysis method for horizontal well hydraulic fracturing, Procedia Engineering, Vol.12(2011),p.1
Finite element analysis on Casing Failure Based on ADINA, Systems Engineering Procedia, Vol.1 (2011),p.42
Earthquake Engineering and Engineering Vibration, Vol. 26(2006),p.197
George: Stress analysis of buried steel pipelines at strike-slip fault crossings, Soil Dynamics and Earthquake Engineering, Vol.27(2007): p.200
Liu, etal: Finite element analysis method for horizontal well hydraulic fracturing, Procedia Engineering, Vol.12(2011),p.1
Finite element analysis on Casing Failure Based on ADINA, Systems Engineering Procedia, Vol.1 (2011),p.42
Earthquake Engineering and Engineering Vibration, Vol. 26(2006),p.197
George: Stress analysis of buried steel pipelines at strike-slip fault crossings, Soil Dynamics and Earthquake Engineering, Vol.27(2007): p.200