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Numerical Simulation Research on deep soft rock roadway Bin Zhang1, a, Xianglian Yu1,b, Ning Liu1,cand Feng Zhu2,d 1 Institute of Architecture and Civil Engineering, Liaoning Technology University, Fuxin 123000, China; 2 Jiangxi University of Science and Technology,Ganzhou, Jiangxi 341000,China a zhangbin3351888@163.com, byuxianglian11@126.com, cweishiliufeng@163.com, dzhufeng19871104@163.com Keywords: soft rock roadway. support theory.
Chinese Society for Rock Mechanics and Engineering.
Chinese Journal of Rock Mechanics and Engineering.
Rock Mechanics and Rock Engineering Vol 2 No. 3 (1970), p. 123-127
Chinese Journal of Rock Mechanics and Engineering.

Khedari1,d 1Rattanakosin College for Sustainable Energy and Environment, RMUTR 73170, Thailand 2Department of Civil and Architecture, Faculty of Science and Technology, MCRU 70150, Thailand 3Department of Civil Engineering, Faculty of Engineering, Kasetsart University 10900, Thailand abannork_civil@hotmail.com,brrawangkul@yahoo.com,cfengwcy@ku.ac.th,dj_khedari@yahoo.ac.th Key words: Pozzolanics Soil Bricks(PSB), Fly Ash, Thermal Conductivity, Local Soil Cement Brick Abstract.
Acknowledgements The author wishes to thanks Research & Development Institute (RDI), Muban Combueng Rajabhat University (MCRU) for provided research scholarship and Department of Civil and Architecture, MCRU.

Comparison of two hyperelastic models for carbon black filled rubber Ming Li1, a, Xiaoling Hu1, Wennbo Luo1, b, Youjian Huang2 and Jiling Bu2 1 College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan 411105, China 2 Zhuzhou Times New Material Technology Co., Ltd., Zhuzhou 412007, China a 187361846@qq.com, b luowenbo@xtu.edu.cn Keywords: CB-filled rubber, hyperelasticity, Mooney-Rivlin model, Ogden model Abstract: Mooney-Rivlin model and Ogden model are frequently used by engineers for finite element analysis of rubber material.
Here, we focused our work on the Mooney-Rivlin model and the Ogden model which are now most commonly used by engineers.
For simple extension (ST), planar extension (PT) and equibiaxial extension (ET) deformation modes, the engineering stress of the Mooney-Rivlin material can be written in terms of the principal stretches as Eq.(3): (3) Ogden model.
Convey, Professional Engineering Publishing, London(1999)
Rothert: Engineering Computations Vol.14(1997), p.216

Research on State Recognition and Wear Lifetime Predication of Tribo-system Xia Yu1,2, a, Juan Li 3,b and Long Jin2, c 1 School of Mechanical and Vehicular Engineering, Beijing Institute of Technology , Beijing,100081,China 2 Department of Mechanical Engineering, Guangxi University of Technology, Liuzhou, Guangxi, 545006, China 3 North China System Engineering Institute, CNGC, Beijing, 100089, China a tieyan2@163.com, b lijuan_5521@126.com, c jinlonggxlz@163.com Keywords: tribo-system, health state recognition, residual lifetime prediction, PHM technology.
It mainly deals such engineering problems as tribological behavior measurement, friction pair surface testing, experiment data collection and management, feature extraction and health state recognition, and so on.
Introduction PHM as a key engineering technology has becoming more and more important in the new weapon equipment development and self-support implementation.
It will be very promising in the military and civil engineering application for its promotion of the reliability, maintainability, testability, supportability, and safety of complicated system and reduction of maintenance cost.
Tribo-system Health State Recognition Tribo-system health state recognition is such a complicated task for its necessary integration of oil monitoring, vibration and noisy inspecting, performance checking, and so on in the engineering application.

Reinforced Concrete Deep Beams with Openings Strengthened Using FRP – A Review Siew Choo,Chin1,a, Nasir Shafiq2,b, Andri Kusbiantoro3,c, Muhd Fadhil Nuruddin4,d 1,3Faculty of Civil Engineering & Earth Resources, University Malaysia Pahang, Lebuhraya Tun Razak, 26300 Gambang, Kuantan, Pahang, Malaysia 2,4Department of Civil Engineering, University Teknologi Petronas, Bandar Sri Iskandar, 31750 Tronoh, Perak, Malaysia ascchin@ump.edu.my (Corresponding Author), bnasirshafiq@petronas.com.my candri@ump.edu.my, dfadhilnuruddin@petronas.com.my Keywords: Deep beams, Opening, Shear, Strengthening, Carbon fiber reinforced polymer Abstract.
FRP lamination has been widely accepted by the research community and practicing engineers in the construction industry as the material for strengthening and rehabilitation of common problems.

Study on the Toe Segment Slippage Length for Large Bedded Consequent Slope Qijun Hu1,a,Qiang Xie2,b,Lining Zheng3,c 1Postdoctoral Station of Mechanics,Southwest Jiaotong University, Chengdu,Sichuan, 610031,China 2 3School of Civil Engineering, Southwest Jiaotong University,Chengdu, Sichuan,610031,China a Hqj2022@163.com, b Qxie@163.com, c zhengning2003@163.com Keywords: Large bedded slopes, Toe segment slippage length, Influence factors, Computing formulas Abstract.
The large bedded slopes are the common engineering geology in mountain areas.
Pan:Chinese Jounal of Geotechnical Engineering,Vol.3(2002), p.360-362,in chinese
Wang:Journal of Engineering Geology, Vol.2(1994), p.46-53,in chinese
:Chinese Journal of Rock Mechanics and Engineering, Vol.6(2004),p. 920-924,in chinese

Numerical Simulation on a Deep-foundation Pit of Shenzhen Holiday Plaza Project Yi ZHENG 1 1Changchun Architecture and Civil Engineering College, Changchun, Jilin, 130607, China aZhengyi4411@126.com Keywords: Deep Foundation Pit; Shenzhen Holiday Plaza Project; Numerical Simulation; Prestressed Anchor Cable; Composite Soil Nailing Wall Abstract:Based on test data of the prestressed anchor cable composite soil nailing wall deformation and internal force of structure of Shenzhen Holiday Plaza foundation pit, the numerical simulation model of foundation pit is established by FLAC3D software.
Introduction Foundation pit is the difficult point and easy to make mistakes in engineering design.
Theory and application of finite element analysis of geotechnical engineering [M].
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(15):2765–2769
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(6):25–928

The Study of Prediction Model Based on Morlet Wavelet Neural Network Huizhen Yang1,a, Wenguang Zhao1, b, Wei Chen1,c, Xuquan Chen1,d 1 School of Civil Engineering & Mechanics, Huazhong University of Science & Technology, Wuhan 430074, China aemail:yanghuizhen679@126.com, bzhaowenguang888@sina.com, ccwp_hust@sina.com, dcxq_hust@163.com Keyword: wavelet transform. neural network. wavelet neural network. prediction model Abstract: Wavelet Neural Network (WNN) is a new form of neural network combined with the wavelet theory and artificial neural network.
And through learning the application in engineering examples verified the high accuracy of the prediction model based on wavelet neural network.
As a kind of mathematical theory and method in science and technology and engineering, wavelet transform has caused more and more concern and attention[2].
Model for Predicting Engineering Distortion Based on Wavelet Neural Network.
Journal of Water Resources and Architectural Engineering Vol. (2010), p. 103-105, in Chinese

Bearing Capacity Characteristics of Lacustrine Soft Clay Hard Shell Layer Foundation Jiajia Zheng1, 2, a,Lijian Wu1, b,and Runhua Guo2, c 1Key Laboratory for Road Structure &Material of the Ministry of Transport, Research Institute of Highway of Ministry of Transport, Beijing, China 2School of Civil Engineering, Tsinghua University, Beijing, China azjbambll@163.com, blj.wu@rioh.com, cguorh@tsinghua.edu.cn Keywords: Road Engineering; Bearing Capacity Characteristics; Failure Mode ; Field Test; Lacustrine Soft Clay Hard Shell Layer Abstract.
(3) In actual engineering, the failure mode of lacustrine soft clay hard shell layer mainly are punching failure and general shear failure.
Characteristics of Dry Crust’s Stress Dispersion in Two-layer Roadbed and Its Engineering Application.
Engineering Property Study of Hard Shell Soft Clay Under High Embankment [J].Highway.1999.7:5-8
Research on Engineering Properties of Double Layer Ground Containing Weak Underlying Stratum [J].

The Engineering Technology Index Analysis of the Low-carbon Building Baoku Qi 1, a, Jingming Zhao 2, b and Yu Qu 3,c 1 School of Management, Shenyang Jianzhu University, Shenyang 110168, China 2 School of Management, Shenyang Jianzhu University, Shenyang 110168, China 3 The Third Services, Puhe New City Management Committee, Shenyang 110164, China aqibaoku@163.com, b17874633@qq.com, c3609624@qq.com Keywords: Low Carbon; Low Carbon Building; Engineering Technology Index Abstract.
Compared with traditional architectural form, the engineering technology index of low carbon building have changed a lot, therefore, it is necessary to analyze the low carbon building from the perspective of the engineering technology index.
This paper structured a analysis mode through the engineering technology index, and also provided a new analysis idea and approach to value the low carbon building, so it has an important referential value for the promotion and construction of low carbon building in the whole society.
China Civil Engineering Journal, 2005, (4).