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BACK-ANALYSIS FOR DESIGN PARAMETERS OF LARGE DIAMETER BORED PILES Werasak Raongjant1a , Meng Jing1b 1Department of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Thanyaburi, 12110, Thailand.
Proceeding of 11th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Seoul, Korea, 183-188. (1999)
Ground Engineering, Vol.6.
Proceeding of 10th Seminar of Foundations, Committee of Geotechnical Engineering.
Engineering Institute of Thailand, Bangkok. 48-78.

Study on Mechanics Behavior of Human Ear Sound Transmission Based on Nonlinear Constitutive Relation Wenjuan Yao1,a, Bote Luo1,b Department of Civil Engineering, Shanghai University, Shanghai Institute of Applied Mathematics and Mechanics, Shanghai, China awenjuan@mail.shu.edu.cn,b825110773@qq.com Keywords: Ear structure, Nonlinear constitutive relation, Numerical model, Dynamics behavior Abstract.
With the rapid development of computer technology, the finite element analysis (FEA) is increasingly used for complex biological structure of simulation in the biomedical engineering field.
Application of Chemical Engineering. 2011, 238 (3): 2899-2904
Annals of Biomedical Engineering, 2007, 35(2): 305-314 [8] Lu H., Luo H., Dai C., Gan R.Z., The young's modulus of human eardrum at high strain rates [A].
Annals of Biomedical Engineering, 2007, 35(12): 2180-2195 [12] Gan R.Z., Wang X., Multifield coupled finite element analysis for sound transmission in otitis media with effusion [J], J.

Finite Element Analysis of Rubber Sealing Ring Resilience Behavior Qu Jia1,a, Chen Geng1,b and Yang Yuwei2,c 1College of Aerospace and Civil Engineering, Harbin Engineering University, China 2 College of Aerospace Science and Engineering, National University of Defense Technology, China aqujia@hrbeu.edu.cn,bchengeng@hrbeu.edu.cn,cpyzx331@163.com Keywords: rubber; Mooney-Rivlin; O-ring; resilience behavior; finite element Abstract.
Set the main direction for engineering stress ( i=1,2,3),engineering strain ( i=1,2,3) (2) (3) The incompressible condition: λ12λ22λ32=1, Consider specimen with simple tension situation, that is specimens tension in one direction, and the other two direction are free, hypothesis tensile direction is 1, the given direction elongation ratio is λ, engineering stress is σ
Material parameters can be obtained by the engineering stress expression.

Effects of typical chemical agents on prevention of Non-point-source (NPS) pollution in a sloping orchard Renkuan Liao1,a, Peiling Yang1,b , Shumei Ren1, Hang Yi1, Bo Zhou1, Zhu Zhou1, 1 College of Water Conservancy and Civil Engineering, China Agricultural University, Beijing 100083, China ananming163@163.com, byangpeiling@126.com Keywords: SAP; PAM; Soil water content; Soil erosion; Non-point-source (NPS) pollution Abstract.
Lu: Transactions of the Chinese Society of Agricultural Engineering. 27(2011), 55-60
Cui: Transactions of the Chinese Society of Agricultural Engineering. 23(2007), 11-17
Shi: Transactions of the Chinese Society of Agricultural Engineering. 26(2010), 81-86
Kuusemets, et al: Ecological Engineering. 14(2000), 405-417

Geotechnical and Geological Engineering, 2005, 23:537-560
Water Resources and Hydropower Engineering, 2007, 38 (08)
China Civil Engineering Journal, 2007, 40(2): 97-103
Journal of Wuhan university of Hydraulic and electric engineering, 1997, 30(6):15-18
Guangxi Water Resources & Hydropower Engineering, 2011(3).

Stability Analysis Of High-filling Embankment Based On Nonlinear Finite Element Method Yang Lina1, a, Yao Kang1, b, Xu Peihua1, c, Zhang Guangyi2, d 1College of Engineering, Jilin University, Changchun 130026, China; 2Tianjin North Harbour Engineering Construction Supervision Co., Ltd, Tianjin 300222, China alinalives@126.com , byaokang618@126.com,cxph1217@126.com ,dzhangguangyi25@163.com Key words:High-filling embankment; stability; numerical simulation Abstract:To construct high grade road in the mountain area will meet the high rock filled embankment inevitably, the high rock filled embankment has become one important temp of the roadbed structure.
(10) 3 Engineering application 3.1 Project profile The high fill embankment of the Ya-Lu highway is located in the Yonghe township.
Bionic Algorithm and Its Application to Slope and Excavation Engineering[dissertation], College of Civil Engineering,Hunan University, Changsha ,2001
[5] Zhang Zhuoyuan,Wang Shitian,Wang Lansheng.Analysis principles of engineering geology, Geological Publishing House，1981:308～381
[7] Engineering Geology Manual, China Building Industry Press,2007

Analysis of causes of deformation modulus mismatches degree of columnar jointed basalt blocks WEI Yufeng1,a,XUN Xiao Hui2,b, NEI Dexin3,c 1State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology); Chengdu 610059, China; 2-3College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, China aweiyufeng@cdut.edu.cn,bxunxh@cdut.edu.cn,c545000205@qq.com Keywords: columnar jointed basalt, fragmentation, deformation modulus Abstract: Columnar jointed basalt rock block is small, but has a longitudinal wave velocity, high modulus characteristics.
[2] Qi Dong, Journal of Engineering Geology,2001,9(4):353-356
Chinese Journal of Rock Mechanics and Engineering,2002,21(9):1307-1310
[5]Shi Anchi, Chinese Journal of Rock Mechanics and Engineering, 2008,27(10):2079-2086
[6]Ning Yu, Xu Weiya, Chinese Journal of Rock Mechanics and Engineering,2008, 27(6):1202-1208.

Numerical simulation study on setting stopping line of working face in Shuguang mine Huajun Xue1,a, Jun Chen1,b, Bo Liu2,c, Jie Kong1, Zhijun Hao1 1School of mechanics & civil engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China; 2Beijing Urban Construction Engineering Co.
Engineering Situation The length of pedestrian roadway in Shuguang mine which is development roadway of mining area is 1500m and service life is long.
They belong to general underground roadway engineering.
The ground stress law is almost same to that of general underground engineering, mainly because horizontal stress is smaller than vertical stress.
Application of FLAC3D in Geotechnical Engineering [M].

An Analysis of Seepage Prevention Wall Behaviours of Deep Overburden Dam with Clay Core Bo Zhang Department of civil Engineering & Architecture, Shaanxi University of Technology, HanZhong, Shaanxi, 723001, China zhangyc_2005@126.com Keywords: Deep overburden, Seepage prevention wall, Optimization of material mix proportion, Stress and displacement.
The maximum vertical stress in diaphragm wall goes up with the rising of elastic modulus for concrete wall at the time of engineering completion.
period decreases slightly when E is at the high side and increases slightly when E is at the low side relative to the time of engineering completion, but the increment is not so large.
Fig.3 the vertical maximum stress variation curve graph with E(water impounding operation period ) Fig.2 the vertical maximum stress variation curve graph with E( engineering completion period ) Fig.5the vertical maximum displacement variation curve graph with E(water impounding operation period ) Fig.4 the vertical maximum displacement variation curve graph with E( engineering completion period ) Conclusions In the analysis of dams constructed with deep overburden layer, the initial ground stress should be loaded, the contact behaviors of seepage prevention wall and dam foundation should be treated correctly, and the optimum elastic modulus for seepage prevention wall should have the value of about 4000MPa after an all-round analysis has been made of the stress and displacement of seepage prevention wall, and the paper provided reference for material selection of the seepage prevention wall.
Journal of Hydraulic Engineering, 1995(8):21-27 In Chinese [2] Xingwang Dou, Yixing Lin, et al.

Study on Literature Analysis on UV/H2O2 Technology from 1969 to 2011 Mei Li1,a, Hang Xu1,b,*, Shuhua Dai1,c, Zhiqiang Liang2,d 1Chemical Engineering and Pharmaceutics School, Henan University of Science and Technology, Luoyang 471003, China; 2State Key Laboratory of Inorganic Synthesis and Preparative Chemistry, College of Chemistry, Jilin University, Changchun 130012,China ahagdali@126.com, bxuhang09@tsinghua.org.cn, cdshh1988@163.com, dliangzq@jlu.edu.cn Keywords: UV/H2O2; literature; analysis; statistics Abstract: At present, many researchers focus on UV/H2O2 technology which is used to treat wastewater.
Data Source and Method Data Source The literatures from 1969 to 2011 were searched on UV/ H2O2 as the research object in Engineering Village (EI) literature Index.
Y Energetica, Universidad De Extremadura 10 4 Department Of Civil And Environmental Engineering, Duke University 9 5 Department Of Environmental Engineering, Hungkuang University 9 6 Department Of Chemistry, Wuhan University 8 7 Departamento De Ingenieria Quimica Y Energetica, Universidad De Extremadura 8 Total 83 Journal Distribution The international literatures on UV/H2O2 technology from 1969 to 2011 distribute in 62 kinds of journals.
Name of Journal Number of Article 1 Journal Of Hazardous Materials 83 2 Water Research 73 3 Water Science And Technology 68 4 Journal Of Molecular Catalysis A: Chemical 49 5 Chemosphere 48 6 Environmental Science And Technology 44 7 Applied Catalysis B: Environmental 35 8 Applied Catalysis A: General 33 9 Chemical Engineering Journal 33 10 Dyes And Pigments 31 Total 497 Country Distribution Related literatures were published in 60 countries.
H., Mehrvar.: Chemical Engineering Research and Design, Vol.89(2011), p.1136 [4] Ahmed B., Mohamed H.: Industrial and Engineering Chemistry Research, Vol.48(2009),p.3370 [5] Kruithof J.C., Kamp P.C., Martijin B.J.: Ozone Science and Engineering, Vol.29(2007),p.273