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Online since: June 2013
Authors: Shu Jun Peng, Yan Ma, Jia Ding Wang, Wan Li Xie
Compared to the limit equilibrium method, it improves engineering economic benefits.
Engineering performance was good.
The engineering economic benefits have been improved.
Chinese Journal of Geotechnical Engineering, 2010,32(5):706-711
The study on typical high-speed loess landslide in crowds using the systematic analysis in engineering geology [M].
Engineering performance was good.
The engineering economic benefits have been improved.
Chinese Journal of Geotechnical Engineering, 2010,32(5):706-711
The study on typical high-speed loess landslide in crowds using the systematic analysis in engineering geology [M].
Online since: May 2011
Authors: Shi Yuan Huang, Qiang Huang, Shao Hua He, Shuai Zhou
Discussion on the Design of Water Supply and Sewage Engineering for
School Canteen
Shiyuan Huanga, Qiang Huangb, Shaohua Hec and Shuai Zhoud
School of urban construction, University of south china, Hunan Hengyang 421001, China
ahuyuan_861@163.com, bhq061@sina.com, chsh_hyb@tom.com,dzs402606665@126.com
Keywords: Water distribution system, Design of hot water system, Drainage system, Reclaimed system.
However, it is closely related with the student living, a lot of details are needed for engineer to consider.
[3] Shijin Peng: Shen Zhen Civil and Construction Vol. 1 (2004), p. 53–56, In Chinese.
However, it is closely related with the student living, a lot of details are needed for engineer to consider.
[3] Shijin Peng: Shen Zhen Civil and Construction Vol. 1 (2004), p. 53–56, In Chinese.
Online since: October 2012
Authors: Hong Liang Huang, Li Fang Zhang, Fei Zhao, Hui Fang Zhang, Ying Fei Sun
The Development of Free of Chrome of Basic Refractory Materials for Cement Kiln and its Applications in Engineering
Huifang Zhang 1,a , Hongliang Huang 1,b , Lifang Zhang2,c, Yingfei Sun3,d and Fei Zhao1,e
1Hebei Institute of Architecture Civil Engineering, Zhangjiakou 075000, China
2 College of Light Industry, Hebei United University, Tangshan 063009, China
3Zhangjiakou Saiyang Architectural Designing Ltd. 075000, China
azhfsyf_79@sohu.com, bhuanghong.5055@163.com, cchzlf131@sina.com, dsunyingfei128@126.com , ezhaofei8417@126.com
Keywords: Cement kiln; Basic refractory; Without chromium treatment; Re-bonded; Magnesia - Zirconia refractory
Abstract.
Online since: October 2019
Authors: Robert Kruzel
Conical Round Tubes - Preliminary Tests for Use on Lighting Columns
Robert Kruzel1, a
1Czestochowa University of Technology, Faculty of Civil Engineering
Poland, 42-201 Czestochowa ul.
Manufacturing of conical pipes belong to complicated engineering processes, and used until now methods do not allow to meet demand for conical pipes – especially the long ones with large crosswise dimensions, e.g. pipes for lamp posts.
This situation makes it reasonable to look for new processes with wider engineering possibilities when compared with till now known methods.
Manufacturing of conical pipes belong to complicated engineering processes, and used until now methods do not allow to meet demand for conical pipes – especially the long ones with large crosswise dimensions, e.g. pipes for lamp posts.
This situation makes it reasonable to look for new processes with wider engineering possibilities when compared with till now known methods.
Online since: October 2014
Authors: Galina Kashevarova, Pavel Kosykh
Such constructions are used for low storey civil and industrial buildings (fig. 1).
During the next stage of calculations the possibility to use engineering method [4] to this model was considered.
Average relative error εav=5% was deduced for parameter of thermo uniformity r which allows to coclude about high identity of the engineering method and computer modelling.
It was impossible to make a comparison according to the second parameter , because of the abcense of relevant formulae in the engineering method, which is its gross disadvantage.
Computer modeling approach was compared to the engineering method and their identity was revealed.
During the next stage of calculations the possibility to use engineering method [4] to this model was considered.
Average relative error εav=5% was deduced for parameter of thermo uniformity r which allows to coclude about high identity of the engineering method and computer modelling.
It was impossible to make a comparison according to the second parameter , because of the abcense of relevant formulae in the engineering method, which is its gross disadvantage.
Computer modeling approach was compared to the engineering method and their identity was revealed.
Online since: July 2014
Authors: Guang Xian Liang, Wei Ming Chen, Zhong Gen Xu, Chang Gen Deng
Rigid Joints Transferring Forces Outside Box Columns with Imperfect Beams—Finite Element Method Simulation
Guang Xian Liang1,a, Zhong Gen Xu1,b, Wei Ming Chen1,c,
Chang Gen Deng2,d
1Faculty of Civil Engineering, Guangzhou University, WaiHuanXi Road 230
of Mega-center, Guangzhou,510006,China
2Faculty of structural engineering, Tongji University, Siping Road 1239, Shanghai, 200092, China
a737229344@qq.com, bxuzhonggen@263.net, c781002278@qq.com, ddengcg@tongji.edu.cn
Keywords: Initial imperfections, joints, force-transforming plates, carrying capacity.
This kind of joints can be used to the practical engineering.
So it becomes one of the indispensable parts in structure engineering.
It is generally considered that the bolt and welded joints of the traditional moment-resisting frames have enough energy dissipation capacity, and plastic hinges’ rotation can meet the demand of engineering.
Joints with force-transforming plates can be used to the practical engineering.
This kind of joints can be used to the practical engineering.
So it becomes one of the indispensable parts in structure engineering.
It is generally considered that the bolt and welded joints of the traditional moment-resisting frames have enough energy dissipation capacity, and plastic hinges’ rotation can meet the demand of engineering.
Joints with force-transforming plates can be used to the practical engineering.
Online since: May 2011
Authors: Xin Yan Shao, Xian Zhang Ling, Liang Tang, Li Na Wang, Min Wang, Wei Zhang
FINITE ELEMENT ANALYSIS ON INSTANTANEOUS DEFORMATION AND CONSOLIDATION DEFORMATION OF SATURATED SOFT CLAY FOUNDATION
Xinyan Shao1,a Xianzhang Ling1,b Wei Zhang3,c
Liang Tang1,d Lina Wang1,e Min Wang2,f
1School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
2School of Water Conservancy & Architecture, Northeast Agricultural University, Harbin 150030, China
3Harbin Institute, Harbin 150010, China
ashaoxinyan2005@126.com, bxianzhang_ling@263.net, czw3000@sina.com
dhit_tl@163.com, ewlnyongji @126.com, fminw1980@sohu.com
Keywords: nonlinear numerical simulation; Biot Consolidation Theory; instantaneous deformation; consolidation deformation; pore water pressure
Abstract:Deformation analysis of foundation is an important research field in geotechnical engineering, especially analysis on instantaneous deformation and consolidation deformation of saturated soft clay foundations.
Examples Engineering Survey of Examples To prove the applicability and efficiency of proposed approaches and programs, a saturation soft clay ground was chosen as deformation analysis.
Journal of Geotechnical Engineering. 1987.7,Vol.9(No.4):23~32 4.
Creep-consolidation Finite Element Analysis of Soft Ground Settlement and Its Engineering Application.
Dissertation for the Master’s Degree in Engineering, Harbin Institute of Technology, 2002
Examples Engineering Survey of Examples To prove the applicability and efficiency of proposed approaches and programs, a saturation soft clay ground was chosen as deformation analysis.
Journal of Geotechnical Engineering. 1987.7,Vol.9(No.4):23~32 4.
Creep-consolidation Finite Element Analysis of Soft Ground Settlement and Its Engineering Application.
Dissertation for the Master’s Degree in Engineering, Harbin Institute of Technology, 2002
Online since: May 2012
Authors: Jian Jun Dong, Peng Yang Yin, Xue Song Gao, Xu Zhao, Shao Hua Lv
Qinhuangdao 066000, People’s Republic of China
2School of Civil Engineering and Mechanics, Yan shan University, Qinhuangdao 066004, People’s Republic of China
acrossma@163.com, bdongjianjun@gmail.com
Keywords: infiltration; deep foundation pit; supporting structure; stability; numerical simulation
Abstract.
Foundation pit engineering example[M].
Deep foundation pit support engineering example sets[M].
Rock mechanics and engineering journal, 2002, 21 (7): 1034-1039
FLAC/FLAC3D Foundation and engineering example[M].
Foundation pit engineering example[M].
Deep foundation pit support engineering example sets[M].
Rock mechanics and engineering journal, 2002, 21 (7): 1034-1039
FLAC/FLAC3D Foundation and engineering example[M].
Online since: May 2012
Authors: Cong Qi Zheng, Guo Qing Sang, Sheng Le Cao, Ze Biao Wei
Research on urban storm flood processes under two measures:detention pond and retention pond
Guoqing Sang1, a, Shengle Cao2,b, Zebiao Wei3,c and Congqi Zheng4,d
1,2,3,4Shandong University School of Civil Engineering, Jinan 250061,China
asangguoqing@163.com, bcao_s@sdu.edu.cn, cshayu2519@yahoo.cn, dcongqi861209@163.com
Keywords: detention pond, retention pond, SWMM, storm runoff simulation.
In the United States and around the world, Many engineering adopt the detention pool to solve rainfall flood problems.
Gardening Engineering, 2005(3): 55 (in Chinese) [4] Schuster S, Grismer M E.
Engineering technical code for rain utilization in building and sub-district[S]. 2006 [8] Li Junqi, Meng Guanghui, Che Wu.
(Water & Wastewater Engineering, 2007, 33(2): 42-46
In the United States and around the world, Many engineering adopt the detention pool to solve rainfall flood problems.
Gardening Engineering, 2005(3): 55 (in Chinese) [4] Schuster S, Grismer M E.
Engineering technical code for rain utilization in building and sub-district[S]. 2006 [8] Li Junqi, Meng Guanghui, Che Wu.
(Water & Wastewater Engineering, 2007, 33(2): 42-46
Online since: August 2011
Authors: Yan Qing Yang, Bo Jiang, Fa Lin Qi, Shao Hui He
Simulation Test of Equipment of Non-contact Detection with GPR
Yanqing Yang1, a, Shaohui He1, Bo Jiang2 and Falin Qi1, 2
1School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China
2Institute of Infrastructure testing, China Academy of Railway Sciences, Beijing, 100081, China
ayang_yanqing@126.com
Keywords: Equipment Manufacturing, GPR, Non-contact Detection, Simulation Test, Tunnelling Engineering, Railway.
Qi: Journal of Engineering Geology, Vol. 18 (2010), p. 963, In Chinese [2] F.Z.
Jiang: Chinese Journal of Rock Mechanics and Engineering, Vol. 29 (2010), p. 3641, In Chinese [3] Y.W.
Zhang: Journal of Railway Engineering Society, Vol. 9(2007), P. 17, In Chinese
Qi: Journal of Engineering Geology, Vol. 18 (2010), p. 963, In Chinese [2] F.Z.
Jiang: Chinese Journal of Rock Mechanics and Engineering, Vol. 29 (2010), p. 3641, In Chinese [3] Y.W.
Zhang: Journal of Railway Engineering Society, Vol. 9(2007), P. 17, In Chinese