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Online since: May 2012
Authors: Yong Li Hu, Yan Ping Lei, Zhi Qiang Wu
The results will enable engineering staff to have a more comprehensive understanding on this issue, and provide guiding significance for solving similar engineering problems to some extent.
Introduction As we all know, the underground space development has been a highlight of the civil engineering in the new century.
Because of this reason, the author create three-dimensional model of the subway with different horizontal distance to the frame structure, working out forces' variation of the frame structure caused by subway excavation, so as to provide a channel for engineering and technical staff to understand function mechanism, then contribute to solving similar problems with certain value of enlightenment.
This text has a more comprehensive coverage of the influence between the subway and the frame structure in different situations, will enable engineering and technical staff a more comprehensive understanding on this issue, and provide guiding significance for solving the engineering problems to some extent.
Online since: May 2012
Authors: Si Yi Du, De Peng Li, Yi Han Chen
The Study of The Quantity of Wave Speed in Low Strain Integrity Testing of Foundation Pile Siyi DU1, a, Depeng LI2,b and Yihan CHEN3,c 1 ,3School of Civil Engineering, Zhengzhou University, Zhengzhou 450002, P.R.
Then it put forward some simple method of determining the low strain wave speed in the engineering application.
“Foundation Pile Detection technology for Foundation Pile engineering”.
Detection technology of foundation pile engineering ,1993(In Chinese) [4] S.B.Zhang and H.Zhang.
“Detection of foundation pile engineering Handbook” People's transportation press.
Online since: October 2012
Authors: Qing Hui Jiang, Rui Li Lu
Reinforcement scheme and Numerical Simulation for sequential excavation of the deep foundation pit Ruili Lu , Qinghui Jiang 1.School of Civil Engineering, Wuhan University, Wuhan, 430072, China 2.State Key Laboratory of water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, 430072, China Ruili_0328@163.com, jqh1972@yahoo.com.cn.
Engineering situation The deep foundation pit to study is an underground engineering of a commercial square located in Yinchuan City Business District.
These research results can provide the reference for reinforcement and deformation prediction of similar foundation pit engineering.
West-China exploration engineering .12, 7-8(2000) [2] LIU Jianhang,HOU Xueyuan, Excavation engineering manual. m.
Int.J.Journal of Geotechnical Engineering.25,488-491 (2003) [8]PENG Wenbin,.flac3d Tutorial. m.
Online since: June 2023
Authors: Hai Lin Yao, Xing Wen Luo, Ming Cheng, Shuang Li, Zheng Lu
Engineering Economic Benefits of Geosynthetics Geosynthetics are widely used in geotechnical engineering and have a great impact on the development of geotechnical engineering.
A large number of engineering practices show that geosynthetics can effectively save engineering materials, reduce engineering costs, protect the environment, and achieve better economic and environmental benefits.
Geocell is widely used in geotechnical engineering.
[14] Zhongnian Yang, Xuesen Liu, Liang Zhang, Fujun Niu, Xianzhang Ling,Guoyu Li and Wei Shi, Dynamic Behavior of Geosynthetic-Reinforced Expansive Soil under Freeze-Thaw Cycles, Advances in Civil Engineering. 5526854 (2021)1-11
[34] Chen Yunmin, Shi Jianyong, Zhu Wei, Zhan Liangtong, A review of geoenvironmental engineering, China Civil Engineering Journal. 45(2012)165-182.
Online since: May 2012
Authors: Yuan Wang, Bing Zhou, Quan Zhong Lu, Jian Bing Peng
The different engineering involves in different range of loess mass and structure fissures with different sizes, types and ranks have different effects on engineering loess mass.
So in engineering practice, we need prioritize structure fissures and pick the most important one or ones to analyze their effects on the properties of engineering loess mass.
So it is necessary to take special surveying and hazards assessment to the fissures before engineering construction and set required secure distance away from these structures for engineering site.
These structure fissures usually breakthrough engineering loess mass whose characteristic controlled by the fissures and their activities mainly affected by engineering load, gravity and environment(like groundwater).
References [1] Quanzhong LU, Jianbin PENG, Zhixin CHEN,etc: Journal of Soil and Water Conservation Vol.19(2005), P.191 (In Chinese) [2] Guangzhong SUN, Yi SUN: Principle of Geological Engineering(Geology Press, PRC 2004) (In Chinese) [3] Xiangong ZHANG, Sijin WANG, Zuoyuan ZHANG: Engineering Geology of China(Science Press, PRC 2000) (In Chinese) [4] Jianping JIANG, Yangsong ZHANG, Guoyu LUO: Rock and Soil Mechanics Vol.23(2002), P. 482(In Chinese) [5] Quanzhong LU, Jianbin PENG: Journal of Xi’an University of Science and Technology Vol.26(2006), P. 446(In Chinese) [6] Dongsheng LIU: Loess and Environment(Science Press, PRC 1985) (In Chinese) [7] Changshi PAN: China Civil Engineering Journal Vol.13(1980), P. 38(In Chinese)
Online since: August 2019
Authors: Kalmeshwar Ullegaddi, C.R. Mahesha, Shivarudraiah Shivarudraiah
AIT, Bangalore-560056, India. 3Professor, Department of Mechanical Engineering, UVCE, Bangalore-560001, India.
Now a day’s civil infrastructure requires excellent mechanical and tribological properties and long lifetimes because of their application growing very fast.
[5] Li Jian, Meng Ying, Liu Yan , The performance of green basalt fiber and its application in the civil engineering field., Applied Mechanics and Material, Switzerland , Volume 193-194, pp 548-552
"A short review on basalt fiber reinforced polymer composites," Composites Part B Engineering, 2015
"The effect of the addition of graphite on tribological properties of glass fiber-reinforced polyimide composites," Proceedings of the Institution of Mechanical Engineers Part J Journal of Engineering Tribology, 01/01/2010
Online since: October 2013
Authors: Wojciech Moczulski, Andrzej Katunin
Thermal fatigue occurred in many engineering constructions made of polymeric composites subjected to the intensive loading and vibrations.
These materials used lately only for electromagnetic isolation and for the elements, which are not subjected to intensive loading and high stresses found now very responsible applications in civil engineering, military industry, aircraft and spacecraft industries, shipbuilding and machine building industries, etc.
The self-heating effect is often omitted during designing of composite elements, which may cause catastrophic consequences in engineering practice.
Basing on literature survey it could be concluded, that the effect occurs in many engineering solutions and constitutes real danger during operation of composite elements.
Besides presented engineering problems, where the self-heating effect occurs there are many other constructions subjected to the occurrence of the effect.
Online since: December 2010
Authors: Bin Xiang Sun, Li Jun Yang, Jin Zhao Zhang, Shuang Jie Wang, Wen Hui Bai
Effect of Vibrating Load on Grain Size Distribution of Crushed Rock Layer Lijun Yang1, 2, a, Wenhui Bai1, 2, b, Binxiang Sun1, 2, cShuangjie Wang2, d, Jinzhao Zhang2, e 1 Department of Civil Engineering, Shaoxing University, Shaoxing 312000, China 2 Key Laboratory of Highway Construction and Maintenance Technology for Permafrost Regions, Ministry of Communications, CCCC First Highway Consultants Co., Ltd, Xi’an 710075, China a yanglj@usx.edu.cn, b baiwhite@usx.edu.cn, c sbinxiang@yahoo.com.cn, d wangshj@ccroad.com.cn, e 616zhang@vip.163.com Keywords: road engineering; vibrating load; crushed rock layer; grain size Abstract.
This implies that the construction of the proposed Qinghai-Tibet Express Highway will have to use new techniques of cooling the embankment and underlying foundation soils instead of ordinary engineering measures by increasing simply thermal resistances of embankment [2-7].
In practical engineering, the influence of many parameters, such as grain size of crushed rock matrix, porosity and air-permeability of crushed rock layer, thickness of crushed rock layer, asphalt surface layer, environmental condition, engineering and geological conditions, etc., on the cooling capability of winter-time natural convection in the highway embankment is of prime importance [8-14].
Online since: May 2011
Authors: Chun Mei Mu, Bao Chen Liu, Zhi Kui Liu
Effect Evaluation on CFG Pile Consolided Foundation of the Red Clay Being Polluted by Organic Matter MU Chun-meia LIU Bao-chenb LIU Zhi-kuic College of Civil Engineering Guilin University of Technology Guilin Guangxi , China) amuchunmei@163.com,bliubch@glite.edu.cn,cliuzhikui@126.com Key words: CFG pile, red clay being polluted by organie matter ,consolidation effect evaluation.
The Theory and Engineering Application of Composite Foundation[M].Bei Jing: China Architecture & Building Press,2002
Journal of Engineering Geology 2008,16(03)
Br enner,(Translate By Ye Shulin,Zai Jinzhang).Soft Clay Engineering[M].
CHINESE Jounal Of Geothecnical Engineering, 1994,16(1): 62~68.
Online since: April 2013
Authors: Gilles Lefebvre, Said Makhlouf, Souad Khedache, Dihia Djefel
Researchers in materials science and civil engineering are constantly listening to the industry and continue to innovate in this field.