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Online since: November 2012
Authors: Yi Han Du, Qi Hua Zhao
Study on Impact of Reservoir Leakage on the Proposed Tunnel Project in Metamorphic Region
Yihan Du, Qihua Zhao
(College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, China, 610059)
(Email: duxinyang0408@163.com)
Keywords: Metamorphic rock, Leakage
Abstract.
Engineering Survey The section of proposed highway is located in the northwestern Sichuan Basin, belonging to Guergou Town, Li County, Aba Tibetan and Qiang Autonomous Prefecture.
In accordance with the investigations, hydrogeological conditions and analysis of reservoir leakage to tunnel, engineering geology and hydrology geological conditions have no large differences.
Su: Analysis and evaluation for reservoir leakage problem for thick cover layer [J], Gansu Water Conservancy and Hydropower Engineering,2095-0144(2011)10-0031-03
Engineering Survey The section of proposed highway is located in the northwestern Sichuan Basin, belonging to Guergou Town, Li County, Aba Tibetan and Qiang Autonomous Prefecture.
In accordance with the investigations, hydrogeological conditions and analysis of reservoir leakage to tunnel, engineering geology and hydrology geological conditions have no large differences.
Su: Analysis and evaluation for reservoir leakage problem for thick cover layer [J], Gansu Water Conservancy and Hydropower Engineering,2095-0144(2011)10-0031-03
Online since: May 2011
Authors: Jian Zhou, Zi Han Wang
Numerical Simulation Using Finite Element and Earth Pressure Analysis on Double-row Pile Retaining Structures
Jian Zhoua, Zihan Wangb
School of Civil Engineering, Tongji University, Shanghai 200092, China
a tjuzj@vip.163.com, b wangzihan1984@163.com
Keywords: Double-row piles, Retaining excavation, Spatial effect, Finite element, Earth pressure
Abstract.
Introduction As a new kind of technology in retaining foundation pit, double-row pile retaining structures have been widely used in foundation engineering.
In the research of double-row pile retaining structures, based on the data of laboratory model tests and engineering tests, the model of plane rigid frame [2] is proposed.
De Paiva: Engineering Analysis with Boundary Elements Vol. 24(2000), p. 237-247
Introduction As a new kind of technology in retaining foundation pit, double-row pile retaining structures have been widely used in foundation engineering.
In the research of double-row pile retaining structures, based on the data of laboratory model tests and engineering tests, the model of plane rigid frame [2] is proposed.
De Paiva: Engineering Analysis with Boundary Elements Vol. 24(2000), p. 237-247
Online since: May 2011
Authors: Wei Cai, Zhao Hui Wu, Jun Ming Li
Effects of Exterior Window on Temperature Distribution and Thermal Comfort of Commercial Buildings with Radiant Floor Heating System
Wei Cai1,a, Zhaohui Wu1,b and Junming Li2,c
1School of Civil Engineering and Architecture, Ningbo University of Technology, China, 315016
2Department of Thermal Engineering, Tsinghua University, Beijing, China, 100084
azlcaiwei@sina.com, bwzh-lyf@163.com, clijm@mail.tsinghua.edu.cn
Keywords: Thermal Comfort; Radiant Floor Heating; Exterior Window; Numerical Simulation.
Human thermal comfort is defined by American Society of Heating, Refrigerating and Air-conditioning Engineers (ASHRAE) as the state of mind that expresses satisfaction with the surrounding environment.
Maintaining thermal comfort for occupants of buildings or other enclosures is one of the important goals of heating, ventilation, and air conditioning (HVAC) design engineers.
Human thermal comfort is defined by American Society of Heating, Refrigerating and Air-conditioning Engineers (ASHRAE) as the state of mind that expresses satisfaction with the surrounding environment.
Maintaining thermal comfort for occupants of buildings or other enclosures is one of the important goals of heating, ventilation, and air conditioning (HVAC) design engineers.
Online since: September 2013
Authors: Yu Hui Zhang, Qiang Zhu
Research on Influence Mechanism Analysis of Poisson Ratio in Soil-Stone Mixture
Yuhui Zhang1,a, Qiang Zhu2,b
1School of Airport, Civil Aviation University of China, Tianjin 300300, China
2Tianjin Binhai International Airport
a56249005@qq.com, b13595942@qq.com
Keywords: soil-stone mixture, poisson ratio, volume expansion ration, large vibration compaction.
Introduction With the great development of infrastructure in Western China, the soil-stone mixture material was used more and more widely in high-filled foundation engineering.
References [1] Feng Shi, Yanjun Sun: Engineering Geology Computer Application.
Vol. 34(2010), p. 73 [3] Mingjie Zhao: Journal of Hydraulic Engineering.
Vol. 25(2008), p. 32 [5] Yuhui Zhang, Xianmin Zhang, Guoyong Chen: Chinese Journal of Geotechnical Engineering.
Introduction With the great development of infrastructure in Western China, the soil-stone mixture material was used more and more widely in high-filled foundation engineering.
References [1] Feng Shi, Yanjun Sun: Engineering Geology Computer Application.
Vol. 34(2010), p. 73 [3] Mingjie Zhao: Journal of Hydraulic Engineering.
Vol. 25(2008), p. 32 [5] Yuhui Zhang, Xianmin Zhang, Guoyong Chen: Chinese Journal of Geotechnical Engineering.
Online since: September 2013
Authors: Ji Ru Zhang, Dong Qin Ran
Predicting of Permeability Coefficient for Compacted Clay
Dongqin Ran1, a, Jiru Zhang2, b
1,2School of Civil Engineering and Architecture, Wuhan University of Technology,
Wuhan 430070, China
arandongqin1988@126.com, bzhangjr@whut.edu.cn
Keywords: compacted clay, permeability coefficient, Transient Water Release and Imbitions Method, analytical method.
Introduction The attention of people is brought to the research of unsaturated soil as it's often encountered in engineering.
The soil samples are old clay, coming from a foundamental engineering located in Wuhan.
Journal of Irrigation and Drainage Engineering, 1968, 94(1): 57-71
Introduction The attention of people is brought to the research of unsaturated soil as it's often encountered in engineering.
The soil samples are old clay, coming from a foundamental engineering located in Wuhan.
Journal of Irrigation and Drainage Engineering, 1968, 94(1): 57-71
Online since: September 2011
Authors: Wu Sheng Liu, Qian Tan
Study on integrated land-use of rail station areas based on two-way balanced passenger flow
Wusheng LIU 1, a, Qian Tan 2,b
1School of Transportation Engineering, Changsha University of science & Tecnolgy
Changsha, China
2Full School of Transportation Engineering, Tongji University ,Shanghai, China
alwusheng@163.com , btanqian915@126.com
Keywords: Rail station area; Integrated land-use; Two-way passenger flow; Model.
Journal of Civil , Architectural & Environmental Engineering, Apr. 2009 [4]Yan Kefei Group, school of transportation engineering, Tongji university. regulatory planning for Binjiang Town in Great Hexi, Changsha city-specific report in traffic planning[R],2010.
Journal of Civil , Architectural & Environmental Engineering, Apr. 2009 [4]Yan Kefei Group, school of transportation engineering, Tongji university. regulatory planning for Binjiang Town in Great Hexi, Changsha city-specific report in traffic planning[R],2010.
Online since: October 2013
Authors: Yi Min Xie, Xiao Dong Huang, Xiao Lei Yan
Concurrent Design of Structures and Materials based on the Bi-directional Evolutionary Structural Optimization
Xiaolei Yan1, 2, a, Xiaodong Huang2, b and Yi Min Xie2, c
1 School of Mechanical and Automobile Engineering, Fujian University of Technology, Fuzhou 350108, China
2 Centre for Innovative Structures and Materials, School of Civil, Environmental and Chemical Engineering, RMIT University, GPO Box 2476, Melbourne 3001, Australia
a xiaoleiyan8892000@yahoo.com, b huang.xiaodong@rmit.edu.au (corresponding author),
c mike.xie@rmit.edu.au
Keywords: topology optimization; concurrent design; BESO; homogenization.
Kikuchi, Generating optimal topologies in structural design using a homogenization method, Computer Methods in Applied Mechanics and Engineering, 71 (1988) 197-224
Prévost, Design of maximum permeability material structures, Computer Methods in Applied Mechanics and Engineering, 196 (2007) 1006-1017
Kikuchi, Generating optimal topologies in structural design using a homogenization method, Computer Methods in Applied Mechanics and Engineering, 71 (1988) 197-224
Prévost, Design of maximum permeability material structures, Computer Methods in Applied Mechanics and Engineering, 196 (2007) 1006-1017
Online since: March 2014
Authors: Frank Gatto
Fatigue Assessment of Existing Shiploaders
Frank Gatto1, a
1Aspec Engineering, 3/166 Hannell St, Newcastle, NSW, 2289, Australia
afgatto@aspec.com.au
Keywords: Materials handling machines, shiploading, fatigue, strain gauge, Weibull distribution.
References [1] K.Lee, F.R.Fazifdar, S.L.H.Wong, Useful Structural Life Assessment of Dockside Container Cranes, Ports ’01, Proceedings of the Conference, American Society of Civil Engineers, 2001
[6] W.Durst, W.Vogt, Bucket Wheel Excavators, Series in Mining Engineering 7 (1988)
Stephens, Metal Fatigue in Engineering, John Wiley and Sons, 1980
References [1] K.Lee, F.R.Fazifdar, S.L.H.Wong, Useful Structural Life Assessment of Dockside Container Cranes, Ports ’01, Proceedings of the Conference, American Society of Civil Engineers, 2001
[6] W.Durst, W.Vogt, Bucket Wheel Excavators, Series in Mining Engineering 7 (1988)
Stephens, Metal Fatigue in Engineering, John Wiley and Sons, 1980
Online since: June 2014
Authors: Yun Yi Zhang, Gang Chen, Xiao Tao Zeng, Ning Wang, Cong Jiang
The Three-dimensional Similar Simulation of Stress Regular Pattern of Roof of Large Mining Height
Zeng xiantao1,awangning1,bJiang cong1,czhangyunyi1 chengang2
1School of Mechanics and Civil Engineering , China University of Mining and technology (Beijing),Beijing 100083,china. 2 School of Resources and Safety Engineering , China University of Mining and technology (Beijing),Beijing 100083,china .
,Miu X.X.The system of strata control around longwall face inChine,Proceedings[C].'96 International Symposium on Mining Science and Technology,15-18 [3] JiangFuxing,JiangGuoan.Theory and technology for hard roof control of longwallface in chinese collieries[J].Journal of Coal Science&Engineering,1998,4(2): 1-6 [4] Qian M G,He F L,Miao X X.The system of strata control around longwall face inChina[J].In:Guo Yuguang,Tad S Golosinski,eds.Mining Science and Technology.Rotterdam:A A Balkema,1996:15-18 [5] Hemanchao,jinghaihe Sunxiaoming.
Soft rock engineering mechanics[M].beijing Science Press,2002 [6] Xieguangxiang, Comprehensive study of stress shell and rock mechanics characteristics of caving[ J] Journal of coal, , 2005, 30 ( 3 ) : 309- 313 [7] [10] RUTHERFORD A.Moderately thick seam mining in Australia[C]//WU J,WANG J C.Proceedings of’99 International Workshop on Underground Thick-Seam Mining.Beijing:China Coal Industry Publishing House,1999:122-135
,Miu X.X.The system of strata control around longwall face inChine,Proceedings[C].'96 International Symposium on Mining Science and Technology,15-18 [3] JiangFuxing,JiangGuoan.Theory and technology for hard roof control of longwallface in chinese collieries[J].Journal of Coal Science&Engineering,1998,4(2): 1-6 [4] Qian M G,He F L,Miao X X.The system of strata control around longwall face inChina[J].In:Guo Yuguang,Tad S Golosinski,eds.Mining Science and Technology.Rotterdam:A A Balkema,1996:15-18 [5] Hemanchao,jinghaihe Sunxiaoming.
Soft rock engineering mechanics[M].beijing Science Press,2002 [6] Xieguangxiang, Comprehensive study of stress shell and rock mechanics characteristics of caving[ J] Journal of coal, , 2005, 30 ( 3 ) : 309- 313 [7] [10] RUTHERFORD A.Moderately thick seam mining in Australia[C]//WU J,WANG J C.Proceedings of’99 International Workshop on Underground Thick-Seam Mining.Beijing:China Coal Industry Publishing House,1999:122-135
Online since: December 2014
Authors: Man Xu, Kay Wille
Calibration of K&C Concrete Model for UHPC in LS-DYNA
Man Xu1, a, Kay Wille1,b
1Department of Civil & Environmental Engineering, University of Connecticut, 261 Glenbrook Road Unit 2037, Storrs, CT 06269-2037, USA
aman.2.xu@uconn.edu, bkwille@engr.uconn.edu
Keywords: LS-DYNA, KCC model, calibration, concrete, numerical simulation
Abstract.
Proceedings, 10th ASCE Engineering Mechanics Conference, Vol.1, Boulder, CO. 1995.
TR-97-53.1, Karagozian and Case Structural Engineers, Glendale, CA. 1997
Engineering Structures. 41(2012), Pp. 335-349
Proceedings, 10th ASCE Engineering Mechanics Conference, Vol.1, Boulder, CO. 1995.
TR-97-53.1, Karagozian and Case Structural Engineers, Glendale, CA. 1997
Engineering Structures. 41(2012), Pp. 335-349