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Online since: January 2015
Authors: Gao Feng Che, Ping Wang, Zhi Jian Wu, Jun Wang, Shao Feng Chai
Chinese Journal of Rock Mechanics and Engineering, 2010,29(12):2420-2428.( In Chinese)
[2] Fengxia Shen.
Spacecraft Environment Engineering.
Engineering vibration and testing technology [M].
China earthquake engineering journal. 2014,V36(2): 214-219( In Chinese) [9] Hailin Ye, Yingren Zheng, Xiuli Du, Anhong Li.
China Civil Engineering Journal. 2012, 45(9):128-135. ( In Chinese) [10] Hanxiang Liu, Qiang Xu, Wei Zou, Hongbiao Xu.
Spacecraft Environment Engineering.
Engineering vibration and testing technology [M].
China earthquake engineering journal. 2014,V36(2): 214-219( In Chinese) [9] Hailin Ye, Yingren Zheng, Xiuli Du, Anhong Li.
China Civil Engineering Journal. 2012, 45(9):128-135. ( In Chinese) [10] Hanxiang Liu, Qiang Xu, Wei Zou, Hongbiao Xu.
Online since: September 2011
Authors: Yong Heng Huang, Lin Hui Wan, Ping Cao, Yi Xian Wang, Xiang Yang Zhang
Introduction
The rheological phenomena of rocks are quite common in civil and mining engineering projects.
Liu: Chinese Journal of Rock Mechanics and Engineering.
Wan: Chinese Journal of Rock Mechanics and Engineering.
Malan: Rock Mechanics and Rock Engineering.
Gao: Chinese Journal of Geotechnical Engineering, Vol.27(2005), p.1273.
Liu: Chinese Journal of Rock Mechanics and Engineering.
Wan: Chinese Journal of Rock Mechanics and Engineering.
Malan: Rock Mechanics and Rock Engineering.
Gao: Chinese Journal of Geotechnical Engineering, Vol.27(2005), p.1273.
Online since: January 2025
Authors: Fahad Aslam, Abdullah Abdullah, Abdul Hanan, Mian Muhammad Jawad, Inaya Mahnoor
For that purpose, a survey questionnaire was developed and distributed to the ten stakeholders (contractors, consultants, and the respected supervising authorities) in various positions ranging from the Site Supervisor Engineer to the Resident Engineer of the case study projects.
These Engineers have experience ranging from 5 to 20 years in projects respectively.
For the contingency bills, only 2% is allowed per the Department of Finance rules, and the LDA implements these rules in civil construction works.
Funded By Exim Bank of Chi na Exim Bank of China Project Cost US$ 16 million US$ 2,889 million Consultant NESPAK and China Railway Engineering Consultants Group CO.
Shaked, “ICRAM-1: Model for International Construction Risk Assessment,” Journal of Management in Engineering, vol. 16, no. 1, pp. 59–69, Jan. 2000, doi: 10.1061/(asce)0742-597x(2000)16:1(59)
These Engineers have experience ranging from 5 to 20 years in projects respectively.
For the contingency bills, only 2% is allowed per the Department of Finance rules, and the LDA implements these rules in civil construction works.
Funded By Exim Bank of Chi na Exim Bank of China Project Cost US$ 16 million US$ 2,889 million Consultant NESPAK and China Railway Engineering Consultants Group CO.
Shaked, “ICRAM-1: Model for International Construction Risk Assessment,” Journal of Management in Engineering, vol. 16, no. 1, pp. 59–69, Jan. 2000, doi: 10.1061/(asce)0742-597x(2000)16:1(59)
Online since: August 2023
Authors: Mkrtich Akopian, Yuriy Vynnykov, Maksym Kharchenko, Dmytro Yermolenko
Conf. on Soil Mechanics and Geotechnical Engineering.
Conf. on Soil Mechanics and Geotechnical Engineering.
Conf. on Soil Mechanics and Geotechnical Engineering.
Key Engineering Materials. 925 (2022). 211-220
Series: Industrial Machine Building, Civil Engineering.
Conf. on Soil Mechanics and Geotechnical Engineering.
Conf. on Soil Mechanics and Geotechnical Engineering.
Key Engineering Materials. 925 (2022). 211-220
Series: Industrial Machine Building, Civil Engineering.
Online since: August 2013
Authors: Kuan Tang Xi, Jin Li, Tie Gang Zhou, Qing Xing Xu
Out-of-Plane Stability Analysis of U-Section Pin-End Steel Arch
Kuantang Xi 1,a, Jin Li1,b, Tiegang Zhou1,c and Qingxing Xu1,d
1 School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China
axasxzg@163.com, blijin198908@126.com, czhoutggh@xauat.edu.cn, dxuxing828@126.com
Keywords: Circular arch; U-section; Pin bearing; Out-of-plane instability; With batten plate
Abstract.
Fixed and pin-end arches have been widely adopted in engineering practices.
[6] Yonghua Yang, Yiyi Chen: Engineering Mechanics, Vol.25, No.4,(2008), p.1-4, 20.
(In Chinese) [7] Yonghua Yang, Jie Wu: Engineering Mechanics, Vol. 29, No. 3,(2012), p.27-32.
(In Chinese) [13] Chao Dou, Yanlin Guo: Engineering Mechanics, Vol.29, No.3,(2012), p.83-94.
Fixed and pin-end arches have been widely adopted in engineering practices.
[6] Yonghua Yang, Yiyi Chen: Engineering Mechanics, Vol.25, No.4,(2008), p.1-4, 20.
(In Chinese) [7] Yonghua Yang, Jie Wu: Engineering Mechanics, Vol. 29, No. 3,(2012), p.27-32.
(In Chinese) [13] Chao Dou, Yanlin Guo: Engineering Mechanics, Vol.29, No.3,(2012), p.83-94.
Online since: December 2010
Authors: Hong Ying Dong, Wan Lin Cao, Jian Wei Zhang
Experimental Study on Seismic Performance of RC Composite Core Walls with Steel Tube-Reinforced Concrete Columns and Concealed Steel Trusses under Eccentric Horizontal Loading
Hongying Dong1, a, Wanlin Cao1,b and Jianwei Zhang1,c
1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
adonghy@bjut.edu.cn, bwlcao@bjut.edu.cn, czhangjw@bjut.edu.cn
Keywords: steel tube-reinforced concrete column, steel truss, reinforced concrete, core walls, seismic performance
Abstract.
The experimental results and the design recommendation can be used for the practical engineering.
Journal of Earthquake Engineering and Engineering Vibration.
Journal of Earthquake Engineering and Engineering Vibration.
World Earthquake Engineering.
The experimental results and the design recommendation can be used for the practical engineering.
Journal of Earthquake Engineering and Engineering Vibration.
Journal of Earthquake Engineering and Engineering Vibration.
World Earthquake Engineering.
Online since: July 2014
Authors: Li Li Tong, Hui Qi, Mahmoud Helal, Fathallah Elsayed
Optimal Design Analysis of Composite Submersible Pressure Hull
Fathallah ELSAYED1,a, Qi Hui1,b,Tong Lili1,c and Mahmoud Helal2,d,*
1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China
2Production and Mechanical Design Dept., Faculty of Engineering, Mansoura University, Mansoura, EGYPT
asaidhabib2000@hotmail.com,bqihui205@sina.com, ctonlili@hrbeu.edu.cn, deng_mah_helal@yahoo.com
Keywords: Optimum; Submersible; Pressure hull; Strength; Buoyancy factor.
Ross, A conceptual design of an underwater vehicle, Ocean Engineering, 33 (2006) 2087-2104
Jen, Optimum design of filament-wound multilayersandwich submersible pressure hulls, Ocean Engineering, 30 (2003) 1941-1967
Ross, A conceptual design of an underwater missile launcher, Ocean Engineering 32 (2005) 85-99
Erdogan, The Finite Element Method and Applications in Engineering Using ANSYS, Springer, New York, 2006
Ross, A conceptual design of an underwater vehicle, Ocean Engineering, 33 (2006) 2087-2104
Jen, Optimum design of filament-wound multilayersandwich submersible pressure hulls, Ocean Engineering, 30 (2003) 1941-1967
Ross, A conceptual design of an underwater missile launcher, Ocean Engineering 32 (2005) 85-99
Erdogan, The Finite Element Method and Applications in Engineering Using ANSYS, Springer, New York, 2006
Online since: May 2011
Authors: Ming Jie Zhao, De Lun Wu, Jun Zhi Lin, Xin Jian Liu
Application of Wavelet Transform Theory
to Rayleigh Wave Exploration
Junzhi Lin1, 2,a ,Mingjie Zhao2,b ,Delun Wu 1,c,Xinjian Liu2,d
1 College of Civil Engineering, Chongqing University, Chongqing 400045, China
2School of River & Ocean Engineering, Chongqing Jiaotong Univ.
[4] Guopeng Gao, Kezhen Yan: Journal Of Water Resources Architectural Engineering Vol.8(2010), p113-116, In Chinese
[10] Mingjie Zhao, Delun Wu: Chinese Journal of Geotechnical Engineering Vol.20(1998), p47-51, In Chinese
[11] Mingjie Zhao: Journal of Hydraulic Engineering Vol.38(2007), p618-623,In Chinese
[12] Mingjie Zhao, Weibing Lv: Chinese Journal of Rock Mechanics and Engineering Vol.24(2005), p4917-4923,In Chinese
[4] Guopeng Gao, Kezhen Yan: Journal Of Water Resources Architectural Engineering Vol.8(2010), p113-116, In Chinese
[10] Mingjie Zhao, Delun Wu: Chinese Journal of Geotechnical Engineering Vol.20(1998), p47-51, In Chinese
[11] Mingjie Zhao: Journal of Hydraulic Engineering Vol.38(2007), p618-623,In Chinese
[12] Mingjie Zhao, Weibing Lv: Chinese Journal of Rock Mechanics and Engineering Vol.24(2005), p4917-4923,In Chinese
Online since: May 2012
Authors: Fu Lian Yan, Guang Ming Chang, Feng Yan Qin, Hai Yu Ge
Analysis and Application of Ecological Protection Technique for Slope Protection in Mountainous Area Expressway
Fengyan Qin1,a, Haiyu Ge1,b, Fulian Yan 1,c and Guangming Chang1,d
1 School of Architecture and Civil Engineering, West Anhui University,Lu’an, Anhui, 237012,China
aqinfengyan1207@163.com, bgehy@wxc.edu.cn, c9926532@qq.com, dchx06@wxc.edu.cn
Key words: Mountainous Area Expressway , Ecological Protection , Vegetation Blanket , Slope.
Highway engineering slope ecological protection is to keep the ecological balance, therefore it has the engineering protection and other protection type irreplaceable role and status.
It will be sure to promote highway engineering slope ecological protection[4].
Slope ecological protection technology mechanism Ecological slope protection technology is based on the ecological engineering, engineering mechanics, hydraulics, botanical subjects etc. basic principles, using active vegetation material, combined with other engineering materials in the slope with ecological function protection system construction.
Through ecological engineering, self organization, self supporting and self repair function to achieve the slope erosion resistance, resistance to sliding and ecological restoration, so as to reduce water and soil loss, ecological diversity and ecological balance and environment beautification purposes.
Highway engineering slope ecological protection is to keep the ecological balance, therefore it has the engineering protection and other protection type irreplaceable role and status.
It will be sure to promote highway engineering slope ecological protection[4].
Slope ecological protection technology mechanism Ecological slope protection technology is based on the ecological engineering, engineering mechanics, hydraulics, botanical subjects etc. basic principles, using active vegetation material, combined with other engineering materials in the slope with ecological function protection system construction.
Through ecological engineering, self organization, self supporting and self repair function to achieve the slope erosion resistance, resistance to sliding and ecological restoration, so as to reduce water and soil loss, ecological diversity and ecological balance and environment beautification purposes.
Online since: December 2014
Authors: Li Yun Peng, Jian Ye Wang
The review of research on deep foundation pit excavation under unloading condition
Jianye Wang1, a, liyun Peng1,b
1Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
awjy90210@126.com, bpengliyun@bucea.edu.cn
Keywords: Deep Foundation Pit, Excavation Unloading, Stress Path, Numerical Simulation, Constitutive Model.
Introduction These years, issues about deep foundation pit have gradually become significant in geotechnical engineering since development of high-rise buildings and municipal engineering in China.
Chinese Journal of Geotechnical Engineering, 1958, 10(3) [5] X.Y Liu, S.W Yuan, Y.M Dou, The influence of unloading shear strength parameters of excavation[J].
Chinese Journal of Geotechnical Engineering.Vol.29 (2007) [23]G.B Liu, F.B Jia, Test research on time effect of foundation pit rebound [J].
Chinese Journal of Rock Mechanics and Engineering.Vol.26 (2007)
Introduction These years, issues about deep foundation pit have gradually become significant in geotechnical engineering since development of high-rise buildings and municipal engineering in China.
Chinese Journal of Geotechnical Engineering, 1958, 10(3) [5] X.Y Liu, S.W Yuan, Y.M Dou, The influence of unloading shear strength parameters of excavation[J].
Chinese Journal of Geotechnical Engineering.Vol.29 (2007) [23]G.B Liu, F.B Jia, Test research on time effect of foundation pit rebound [J].
Chinese Journal of Rock Mechanics and Engineering.Vol.26 (2007)