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Effect of Catalytic Material in Environment Pollution Treatment Linan Zhu a, Yongjun Wang b and Lin Zhang c College of Aerospace and Civil Engineering; Harbin Engineering University; Harbin 150001; China aapple-zln@163.com, bwangyongjun@hrbeu.edu.cn, C zhangl@163.com Keywords: Catalytic material, discharge, pollution treatment, ceramisite, methylene blue Abstract.
More new materials arouse researcher's interest, including the environment engineering material.

A Real-Time Remote Automatic System for Monitoring the Subsidence of Building Chunbao Xiong 1, a, Ming Sun1,b and Dongquan Liu2,c 1School of Civil Engineering, Tianjin University, Tianjin, 300072, China 2Brigade of Hydrographic Surveys, Tianjin Maritime Bureau, Tianjin, 300131, China aluhai_tj@126.com, bsunming851012@163.com, ctjliudq@sina.com Keywords: Real-Time; Remote; Automatic Monitoring, Subsidence of Building.
Fig.3 Principle of the sensor Fig.4 Layout of the monitored points Table 1 The schedule of construction Day Construction steps 1 11 14 24 31 33 41 48 52 Beginning to move to south Moving out of 50% original base Moving out of 100% original base Beginning to move in raft foundation Beginning to move out of raft foundation Moving to the southern end Beginning to move to east Moving in 50% new base Moving to the eastern end An engineering example A brief introduction of the engineering.

Tall Building Subsidence Data Regression Analysis Methods and the Final Settlement Value Prediction Zhong Yin XU 1, a,Shan Jun LIU 1, b and Li Xin WU 1, 2, c 1College of Resources and Civil Engineering Northeastern University, Shenyang 110819, China 2Academe of Disaster Reduction and Emergency Management, Beijing Normal University, Beijing 100875, China axuzhongyin@mail.neu.edu.cn, bliushanjun@mail.neu.edu.cn, cwulixin@mail.neu.edu.cn Key words: Subsidence monitoring, Regression analysis, Variance, Prediction Abstract.
Introduction The subsidence monitoring for the buildings which are being in the construction or completed, has two purposes:(1) through the deformation monitoring of building (structure ), forecasting the abnormal deformation of various buildings in the construction or in using, providing a reference for the construction and management, and taking appropriate measures to ensure the engineering quality and the safety of the buildings in unusual case; (2) obtaining the real time information through the deformation monitoring, and then verifying the calculation method of basis and structure, and providing data for the subsequent design and scientific research.
Li, Engineering Surveying, Publishing House of Surveying and Mapping, Beijing, 1984

The Research on Preparation of Modified Bentonite and Adsorption of Crystal Violet in Dyeing Wastewater Yu Chen 1, a, Shunsheng Yang 2, b, Zhengjun Gong1, c and Dongmei Wang 1, d 1 Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 610031, China 2 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China abutter_cy@163.com, bseanse@126.com, cgongzhengjun@126.com,dcaroline040308@126.com Keywords: Adsorption, Crystal Violet, Decoloration, Modified Bentonite Abstract.
Journal of Chemical Industry and Engineering(China), 2006, 57 (2):436-441

Composition and Properties of Phosphate Cement Yan Tong1, a Sha Long1, b Zhongfu Wang1,c Xiaoming Xu1,d Anhou Long 2,e 1NO.1 Drilling Technology Service Company of Daqing Drilling & Exploration Engineering Corporation, Daqing,Hei Longjiang,163358,China 2Petroleum Engineering College of Northeast Petroleum University, Daqing,Hei Longjiang,163358,China atongyan0508@yahoo.com.cn , blongsha0204@163.com, cwangzhf@cnpc.com.cn , dxuxiaom@cnpc.com.cn, elonganhou@yahoo.com.cn Keywords: phosphate cement, magnesium oxide, phosphate, inorganic cement, pulverized coal，quartz sand.
Therefore, Cassidy J E[1] et al did further research and prepared phosphate cementing material which is cheap and quick-setting and has been applied to the maintenance material of civil engineering for a long time[2].

CT Investigation of Fracture Mechanism of Soil-Rock Mixtures Huafei Sun1,a, Zengkun Yang1,b, Mingxu Xing1,c,Yang Ju 2,d,Yongming Yang1,e 1 School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing, China 2 State Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology, Beijing, China ashf@cumtb.edu.cn,byzk0320@163.com,clyxingmingxu@sina.com,djuy@cumtb.edu.cn, eyym113@163.com Keywords: Soil-Rock Mixture (SRM); Fracture Mechanisms; Rock Ratio; Image Processing; CT Abstract: Soil-Rock Mixture (SRM) is a unique type of geological material characterized by inhomogeneous composition and complicated structures.
This inhomogeneous material has widely been concerned in geological, mining and geotechnical engineering applications such as landslides, dam bank stability, open-pit mining, roadbed foundation construction [1-3].
Nevertheless, knowledge about the mechanical property and its internal governing mechanisms remains scarce in terms of meeting the engineering demands.

Effect of grain size and specimen dimension on triaxial shear strength parameters of coarse soil Saman Asreazad School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China 10119005@bjtu.edu.cn Keywords: Shear strength; Triaxial test; Specimen size; Coarse soils; Scalped gradation.
Varadarajan, K.G.Sharma, K.Venkatachalam: Journal of Geotechnical and Geoenvironmental Engineering, ASCE, (2003), 129(3), p. 206–218
Wullimann: In Proceedings of 4th institutional journal on soil mechanics and foundation engineering, (1957), 2, p. 399–404

Finite Element Model for Laplace Equation Sang-Oh Shim1, a, Tae-Hwa Jung2,b, Sang-Chul Kim3,c and Ki-Chan Kim4,d 1 Dept. of Business and Accounting, Hanbat National University, Daejeon, Korea 2 Dept. of Civil and Environmental Engineering, Hanbat National University, Daejeon, Korea 3 Dept. of Architectural Engineering, Hanbat National University, Daejeon, Korea 4 Dept. of Electrical Engineering, Hanbat National University, Daejeon, Korea asoshim@hanbat.ac.kr, bthjung@hanbat.ac.kr(corresponding author), charvard9@hanbat.ac.kr, dkckim@hanbat.ac.kr, Keywords: Finite Element Method, Laplace Equation, Mild-Slope Equation Abstract.

Strength and Deformation Characteristics of Stabilized Silty Soil Zhengrong Zhao1,a, Hongxia Yang1,b 1Department of Civil Engineering, Shandong Jiaotong University, Jinan, Shandong, 250023, China azhaozhengrong0531@163.com, byanghongxia0531@163.com Keywords: Stabilized silty soil, Strength, Stress, Strain.
According to the “Test Methods of Soils Highway Engineering”[5], the basic physical indicators of soil samples are shown in Table 1.
[5] Test Methods of Soils Highway Engineering.

Seismic response of slab culvert under high fill embankment in loess region Wang Haibo1,2, a, Pan Yutao2, b*, Shen Junmin1, c and Zheng Junjie2, d 1 Key Laboratory of Highway Construction & Maintenance Technology in Loess Region, China 2 School of Civil Engineering and Mechanics, Huazhong University of Sci & Tech, Wuhan, China; awanghaibo@smail.hust.edu.cn, bpanyutao@smail.hust.edu.cn, cshenlpy@sina.com, dzhengjj@hust.edu.cn *Corresponding author.
Conference and Workshop on Lifeline Earthquake Engineering [2] T.L.
Journal of Pipeline Systems and Engineering Practice, 2010, 1(3): 111-119.