Search results

Introduction Ocean is the most harsh corrosive environment, a variety of marine engineering facilities will be inevitably subjected to erosion.
Canadian Journal of Civil Engineering.

Flood Risk Analysis Based on IOSM Yanfang Diao1, a, Qinghua Zhang 1, Jiayuan Chen1, Gang Wang1,b,* 1 College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian, China aemail: diaoyanfang@sohu.com b,* Corresponding author. email: gwang@sdau.edu.cn Keywords: interior-outer set model (IOSM); flood risk; fuzzy risk; possibility-probability distribution (PPD) Abstract.
Acknowledgements This work was financially supported by funds of Nonprofit industry scientific research project of Ministry of Water Resources (201201022) and State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University (2011490111).

The Durability Measures of the Lining of Newly Built Tunnels from Lining Disease of the Existing Tunnels Jimeng Fenga, Wenge Qiu, Meiqun Li Civil Engineering School, Southwest Jiaotong University, Chengdu 610031 afengjimeng@qq.com Keywords: Field investigation, Durability countermeasure, Newly built tunnels, Concrete density Abstract.
Beijing: Science Publishing company 2003 21-23 [3] Identification Center of the Ministry of Railways Engineering.

Effect of Chlorination Conditions on Amount of THMs Li Ji-guang1, 2, a, Sun Hui3, b, Yang Chun-wen1, Shao Yan-qiu1, Jin zhi-min1, Zuo Chun-sheng1, Ren Nan-qi2, Yuan Yi-xing2, Zhang Tu-qiao4 1College of Life Sciences and Technology, Mudanjiang Teachers College, Mudanjiang, Heilongjiang, 157012, China 2State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin, Heilongjiang, 150090, China 3School of Civil Engineering, Mudanjiang University, Mudanjiang, Heilongjiang, 157000, China 4College of Engineering and Architecture, Zhejiang University, Hangzhou, Zhejiang, 310058, China alijiguangljg@163.com, bsunhui0709@163.com Keywords: Disinfection Byproduct, THMs, Optimization of Disinfection.

Bearing Capacity Analysis on Improved Slotted End Plate Connections Hong WAN1, a, Yiliang PENG1, b, Junfen YANG2, c, Ruohui QIANG2, d 1Henan Electric Power Survey & Design Institute, Zhengzhou 450007, China 2School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China a wh.2181@163.com, bpyl_ok@126.com, cyangjfgm@xauat.edu.cn, dqrh123456@126.com Keywords: Slotted end plate connections; Improved Joints; Ultimate bearing capacity; Load-displacement curve.
Jiang Su Electrical engineering. 28(2) (2009) 44-47

A Study for the Time Effect of Asphalt Pavements on Suburban Roads Hui-Mi Hsua, Hao-Hsien Chenb, Sao-Jeng Chaoc, An Chengd, Li-Ying Leee and Zhi-Wen Hongf Department of Civil Engineering, National Ilan University, Yilan City, Taiwan, R.O.C.
[5] Gen-N Wang: The Research of the Recycling Asphalt Concrete Applying to Road Engineering’s QC, Taiwan Area National Expressway Engineering Bureau (2008).

Measurement of the Internal Relative Humidity Distribution in Concrete Jikai Zhoua, Xudong Chenb, Jian Zhangc and Xiaowei Kand College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu, 210098, China azhoujikai@163.com, bchenxudong.1212@163.com, czuzu1104@qq.com, dkan1986@163.com Keywords: Concrete; Internal Relative Humidity; New Measurement System Abstract: The internal relative humidity (RH) and humidity gradients in concrete at early ages have a significant influence upon the properties of concrete, where exists a great discrepancy among the test results under different methods.
However, numerous engineering cases indicate that the cracking of modern concrete structures happened at early ages [10].

Study on Coarse Aggregate Gradation Analysis of Cement Treated Base Course Based on Core Sample Image Liqun Hu1,a Chaofan Wang2,b 1,2Key Laboratory of Special Area Highway Engineering of Ministry of Education, Chang’an University, Shaanxi Xi’an, 710064, China ahlq123@126.com, b53980470@qq.com Keywords: Cement treated aggregate, Core sample, Line scan camera, Aggregate gradation Abstract.
The Netherlands: Section Road and Railway Engineering, Delf University of Technology; 2009.
J Mater Civil Eng 2007; 19: 891-7

Modelling methods and error analysis of deformable and non-deformable real particles DU Xin1, a, ZENG Ya-wu1, b, GAO Rui 1, c, YAN Jing 1, d 1School of Civil Engineering, Wuhan University, Hubei, Wuhan, 430072, China a duxin0218@126.com, bZengyw@whu.edu.cn, cgauryrui@163.com, d343288421@qq.com Keywords: real particles; discrete element method; numerical modelling; error analysis Abstract.
Xiang et al: A clustered overlapping sphere algorithm to represent real particles in discrete element modeling, Geotechnique, Vol.59(9), 2009,p,779 [4] Takashi Matsushima, Jun Katagiri, Kentaro Uesugi: 3D Shape Characterization and Image-Based DEM Simulation of the Lunar Soil Simulant FJS-1, Journal of Aerospace Engineering, Vol.22(1) , 2009,p,15 [5] Itasca: PFC3D manual, Itasca Consulting Group, Inc. 1999 [6] M Price, V Murariu, G Morrison: Sphere clump generation and trajectory comparison for real particles, Discrete Element Methods 2007 Conference, Brisbane, Australia, 2007 [7] J.

Field Monitoring of Surrounding Rock Stress and Rheological Analysis in Tunnel Construction Qiang Huang 1,2, a, Yingna Dong 2, b and Zhida Li 1,c 1School of Transportation, Wuhan University of Technology, Wuhan,430063,China 2Dept. of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang,471003,China a757882635@qq.com,b dongyn2000@sina.com,c zhidali@163.com Keywords: Tunnel Construction, Bench Method, Surrounding Rock Stress, Field Monitoring, Rheological Analysis.
[5] Li Zhida, Huang Qiang: Field Monitor of Surround Stress and Rheological Analysis in Tunnel Construction,Jouenal of Wuhan university of technology(transportation science &engineering), (2010.3) p. 129–133, in Chinese