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Study on integrated model of SCR-Spar system affected by soil suction Xinglan Bai 1,a, Ruochen Gao 2,b 1Department of Naval Architecture and Civil Engineering, Zhejiang Ocean University 2Donghai Science and Technology College, Zhejiang Ocean University, Zhoushan, Zhejiang, China abaixl0813@126.com, bruochen0813@126.com Key words: Steel Catenary Riser; integrated model; deepwater riser; soil suction; soil interaction; flowline; deepwater exploration Abstract.
The model of soil suction is from soil suction model developed by 2H Offshore Engineering Ltd [7].
The model of soil suction is developed from 2H Offshore Engineering Ltd soil suction model[7,14].
The soil suction model developed by 2H Offshore Engineering Ltd is adopted in SCR dynamic analysis.
Journal of Offshore Mechanics and Arctic Engineering, 127: 11-16 (2005)

Study on Construction Blasting Vibration Control and Effect of Space Coupling of the Large Cavern under High Crustal Stress Shengxiang Lei1,a and Bo Gao1,b 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China aleishx13g@163.com, bprgaobo@vip.sina.com Keywords: hydraulic tunnel; blasting vibration; control technology; vibration effects; TBM assembly cavern; field test.
Particularly, blasting engineering under so complex condition will bring enormous influence on project security.
Vibration monitoring and safety evaluation of blasting at an underground engineering[J].
Engineering Geology. 2008, 100( 1-2): 82-90 [7] Yin Zhizheng.
Vibration monitoring and safety evaluation of blasting at an underground engineering[J].

Engineering Geological Condition The project area of this research is located at Zhaozhuang Pithead Power Plant in Zhangzi County of Shanxi Province.
Chinese Journal of Rock Mechanics and Engineering, Vol.23(S1) (2004), pp.4645~4648.
Chinese Journal of Rock Mechanics and Engineering, Vol.22(3) (2003), pp.494~499.
China civil engineering journal, Vol.35(5) (2002), pp.100~104.
Chinese Journal of Geotechnical Engineering, Vol.30(7) (2008), pp.976~981.

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.

The zonal disintegration law within coal in front of Working face in deep coal mine Qingfeng Chen a,Zhonghui Chen b,Ning Mac,Wei Zhang d,Hui Li e School of Mechanics and Civil Engineering, China University of Mining & Technology (Beijing), Beijing 100083, China achenqingfeng@139.com, bcumtbczh@163.com, c2322001450@qq.com dveeshenwujie@163.com,e490387784@qq.com Key words: deep coal mine,zonal disintegration,abutment pressure,theoretical mechanics Abstract.
A review of research on zonal disintegration phenomenon in deep rock mass engineering[J].
Chinese Journal of Rock Mechanics and Engineering,2008,27(6): 1278–1284.
[3]Mingyang Wang , Hua Song , Daliang Zheng , et al.On mechanism of zonal disintegration within rock mass around deep tunnel and definition of“deep rock engineering”[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(9):1771–1776.
Chinese Journal of Rock Mechanics and Engineering,2008, 27(3): 433-438

Mazzolani, Seismic retrofitting by FRP of a school building damaged by Emilia-Romagna earthquake, Key Engineering Materials 624 (2015) 106-113
Formisano, Consolidation methods of Romanian historical building with composite materials, Key Engineering Materials 747 KEM (2017) 406-413
Sacco, Bond behaviour of CFRP laminates glued on clay bricks: Experimental and numerical study, Composites Part B: Engineering, 42(2011), 330–340
Milani, FRP-strengthening of curved masonry structures: Local Bond behavior and global response, Key Engineering Materials 747 KEM(2017) 134-141
Basilio, Strengthening of arched masonry structures with composite materials, PhD thesis, University of Minho, Department of Civil Engineering, Portugal October 2007.

Arabian Journal for Science and Engineering, 37, 291-301
Journal of materials in civil engineering, 11(4), 331-339
American Society of Mechanical Engineers
Engineering Proceedings, 12(1), 63
Journal of Polymer Engineering, 37(9), 879-895

Ltd, Dehong, 678400, China; 4 College of Civil Engineering, Guangxi University, Nanning, 530004, China; aemail: qiuyan@gxu.edu.cn,bemail: 1005891756@qq.com Keywords: Swelling rock; Coupling between swelling and creep; Laboratory experiment; Swelling pressure; Long-term strength Abstract: Swelling rock has the properties of swelling and creep.
These features make it a potential damage to the ground engineering and underground engineering.
References [1] Qiuyan Fan.Swelling rock and Engineering.Beijing: Science Press(2008)
Chinese journal of Rock Mechanics and Engineering, Vol.14.(1995),p.39-47 (In Chinese)
Journal of engineering mechanics,asce,Vol.123.(1997),p.77-82.

This engineering is three-towers-connected high-rise building.
Journal of earthquake engineering and engineering vibration, 2008, 28(5), 71-78
Structural Engineering Research Frontiers, 2007
Journal of Structural Engineering, 2007, 133(5), 620-628
Journal of earthquake engineering and engineering vibration, 2007, 27(6), 112-118

Attenuation-type and Failure-type Curves of Cyclic Accumulated Deformation Models in Saturated Normal Consolidated Clay Chunyan Zhao1, a, Guoyong Zheng1,b 1 School of Civil Engineering, Central South University, Changsha 410075, China azcy339@163.com, bgyzhengwhx@163.com Keywords: Saturated Normal Consolidation Clay, Equivalent Dynamic Stress Level, Accumulated Deformation Model, Attenuation-type Curve, Failure-type Curve Abstract.
Li: Chinese Journal of Geotechnical Engineering, Vol 28 (2006) No.4, p.891.
Haegeman: Soils Dynamics and Earthquake Engineering, Vol 29 (2009) No.1, p.155
Selig: Journal of Geotechnical Engineering, Vol 122 (1996) No.12, p.1006
Yi: Railway Engineering (China Railway Publishing House, China 2005).