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,LTD of CCCC Fourth Harbor Engineering Co.
This control standard is based on engineering experience, and is the lack of theoretical support.
The method of this article is more intuitive, clearer and easier to engineering application.
“In Chinese” [2] Hongyan Zhang: Central South Highway Engineering.
“In Chinese” [8] Lihong Chen, Zuyu Chen, Guangxin Li: CHINA CIVIL ENGINEERING JOURNAL.

Review on the Fatigue of Composite Hybrid Joints used in Aircraft Structures Nabil Chowdhury1,a, Wing Kong Chiu1,b and John Wang2,c 1Department of Mechanical and Aerospace Engineering, Monash University, Clayton VIC 3800, Australia 2Aerospace Division, Defence Science and Technology Organisation, 506 Lorimer St., Fishermans Bend, Vic. 3207, Australia anabil.chowdhury@monash.edu, bwing.kong.chiu@monash.edu, cjohn.wang@dsto.defence.gov.au Keywords: Fatigue, bolted joint, bonded joints, hybrid joints, repair Abstract.
The use of composite materials as a replacement for commonly used metals such as aluminium and steel are increasing in the engineering industry, particularly in the aerospace sector.
The majority of this work has focused on continuous fiber, high performance composites since these materials are finding increasing use in the design of a large number of civil and military aircrafts.

It also has been used ranging from automotive and civil engineering communities to the biomedical engineering community [4-5].
Yeo: Materials Science and Engineering A, Vol. 333 (2002) No.1, p. 368 [3] M.
Nagarajaiah: Journal of Structural Engineering, Vol. 129 (2003) No.7, p. 845 [6] F.
Wang: Proceedings of the Institution of Mechanical Engineers, Part B: Journal of Engineering Manufacture, Vol. 224 (2010) No.6, p. 879 [7] A.
Merklein: Key Engineering Materials, Vol. 473 (2011), p. 121 [12] K.B.

University of Illinois Engineering Experiment Station Bulletin, No. 185 (1928)
[2] Baris Binici, An analytical model for stress–strain behavior of confined concrete, Engineering Structures, 27 (2005) 1040-1051
Gong, Loading-deformation relations of reinforced concrete columns under flexural-shear failure, Journal of Architecture and Civil Engineering, 27 (2010) 78-84
Park, Theoretical stress-strain model for confined concrete, Journal of Structural Engineering, 114 (1988) 1804-1826
[15] Razvi Salim, Saatcioglu Murat, Confinement model for high-strength concrete, Journal of Structural Engineering, 125 (1999) 281-289

[2] Huang Runqiu: Chinese Journal of Rock Mechanics and Engineering, 26(3):433-454(2007), in Chinese
[3] YIN Kunlong, HAN Zaisheng and LI Zhizhong: Hydrogeology and Engineering Geology, 27(5):1-4(2000), in Chinese
[10]Zheng Yingren and Zhao Shangyi: China Civil Engineering Journal, 38(1):91-98(2005), in Chinese
[11]Zheng Yingren and Tang Xiaosong: Chinese Journal of Geotechnical Engineering, 29 (8):1115-1121(2007), in Chinese
[12]Tang Xiaosong and Zheng Yingren: Hydro-Science and Engineering, 111(1):1-6(2007), in Chinese.

Numerical Analysis of Anti-impact Performances of the Reinforced Concrete Slab Ma Qian1, a, Wu Dan 1,b , Shi Xudong1,c Jiang Xiugen*1,d 1 College of water resources & civil engineering, China Agricultural University, Beijing 100083, P.
Engineering Journal,2006,43(3): 201~215
Engineering mechanics, 2008,25(Sup.Ⅱ): 150-157
Engineering Structures, 2009, 31: 1522-1534
ANSYS Numerical analysis of engineering structure.

Application of Wavelet Transform Theory to Rayleigh Wave Exploration Junzhi Lin1, 2,a ,Mingjie Zhao2,b ,Delun Wu 1,c,Xinjian Liu2,d 1 College of Civil Engineering, Chongqing University, Chongqing 400045, China 2School of River & Ocean Engineering, Chongqing Jiaotong Univ.
[4] Guopeng Gao, Kezhen Yan: Journal Of Water Resources Architectural Engineering Vol.8(2010), p113-116, In Chinese
[10] Mingjie Zhao, Delun Wu: Chinese Journal of Geotechnical Engineering Vol.20(1998), p47-51, In Chinese
[11] Mingjie Zhao: Journal of Hydraulic Engineering Vol.38(2007), p618-623,In Chinese
[12] Mingjie Zhao, Weibing Lv: Chinese Journal of Rock Mechanics and Engineering Vol.24(2005), p4917-4923,In Chinese

Analysis and Application of Ecological Protection Technique for Slope Protection in Mountainous Area Expressway Fengyan Qin1,a, Haiyu Ge1,b, Fulian Yan 1,c and Guangming Chang1,d 1 School of Architecture and Civil Engineering, West Anhui University,Lu’an, Anhui, 237012,China aqinfengyan1207@163.com, bgehy@wxc.edu.cn, c9926532@qq.com, dchx06@wxc.edu.cn Key words: Mountainous Area Expressway , Ecological Protection , Vegetation Blanket , Slope.
Highway engineering slope ecological protection is to keep the ecological balance, therefore it has the engineering protection and other protection type irreplaceable role and status.
It will be sure to promote highway engineering slope ecological protection[4].
Slope ecological protection technology mechanism Ecological slope protection technology is based on the ecological engineering, engineering mechanics, hydraulics, botanical subjects etc. basic principles, using active vegetation material, combined with other engineering materials in the slope with ecological function protection system construction.
Through ecological engineering, self organization, self supporting and self repair function to achieve the slope erosion resistance, resistance to sliding and ecological restoration, so as to reduce water and soil loss, ecological diversity and ecological balance and environment beautification purposes.

The review of research on deep foundation pit excavation under unloading condition Jianye Wang1, a, liyun Peng1,b 1Beijing University of Civil Engineering and Architecture, Beijing, 100044, China awjy90210@126.com, bpengliyun@bucea.edu.cn Keywords: Deep Foundation Pit, Excavation Unloading, Stress Path, Numerical Simulation, Constitutive Model.
Introduction These years, issues about deep foundation pit have gradually become significant in geotechnical engineering since development of high-rise buildings and municipal engineering in China.
Chinese Journal of Geotechnical Engineering, 1958, 10(3) [5] X.Y Liu, S.W Yuan, Y.M Dou, The influence of unloading shear strength parameters of excavation[J].
Chinese Journal of Geotechnical Engineering.Vol.29 (2007) [23]G.B Liu, F.B Jia, Test research on time effect of foundation pit rebound [J].
Chinese Journal of Rock Mechanics and Engineering.Vol.26 (2007)

Du: Reliability Engineering and System Safety.
Yakov: Reliability Engineering and System Safety.
Luo: Journal of Mechanical Engineering.
Li: Chinese Journal of Geotechnical Engineering.
Zheng: Engineering Mechanics.