Uneven Settlement Effect of LNG Facilities Integrally Installed at Marine Construction Site

Ji Cheng Shi; Xun Meng; Yong Heng Zheng; Yu Jie Liu; Hui Yuan Tian; Shu Jie Zhao; Hao Jie Ren

doi:10.4028/www.scientific.net/AMM.775.252

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 775Uneven Settlement Effect of LNG Facilities...

Uneven Settlement Effect of LNG Facilities Integrally Installed at Marine Construction Site

Abstract:

With the demand on integrated construction of large scale LNG facilities in non-slide way zone at marine construction site, finite element analysis with parametric modeling technology (ANSYS-APDL) are conducted to simulate nonlinear relationship of basement and the state of foundation settlement at the construction stage. Structural analysis models are simplified from 3D architecture models of build order in building information modeling (BIM) system through MATLAB interface development. Unfavorable settlement effects are examined by detailed analysis cases studying. The prediction results can guide installation and temporary reinforcement measures of large scale structures.

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Periodical:

Applied Mechanics and Materials (Volume 775)

Pages:

252-258

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.775.252

Citation:

Cite this paper

Online since:

July 2015

Authors:

Ji Cheng Shi, Xun Meng*, Yong Heng Zheng, Yu Jie Liu, Hui Yuan Tian, Shu Jie Zhao, Hao Jie Ren

Keywords:

ANSYS Parametric Design Language (APDL), Liquid Nature Gas (LNG), Non-Slide way Zone, Pipe Racks Structures, Uneven Settlement

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* - Corresponding Author

References

[1] D.H. Xu,X.Q. Wang W.J. Pu. Maritime engineering design in the project of Offshore Oil Engineering (Qingdao) Co., Ltd. [J]. Port & Waterway Engineering, 8(2009) 75-80.

Google Scholar

[2] Y.T. Yang, B.N. Park, S.S. Ha, Development of load-out design methodology and numerical strength evaluation for on-ground-build floating storage and offloading system [J]. Ocean Engineering, 32(2005)986-1014.

DOI: 10.1016/j.oceaneng.2004.10.014

Google Scholar

[3] C. Gong, X. Meng, R.J. Gao, J.H. Shan, F.J. Li, L. L. Sun, Bearing Capacity Analysis of the Slab of Slipways at Marine Engineering Construction Site [J], Advanced Materials Research. 1051(2014) 715-720.

DOI: 10.4028/www.scientific.net/amr.1051.715

Google Scholar

[4] George Brink, J. Louis van Rooy, The influence of the geological origin on soil volume change through collapse settlement [J], Journal of African Earth Sciences 101 (2015) 113-118.

DOI: 10.1016/j.jafrearsci.2014.09.007

Google Scholar

[5] Z. Wang L.Z. Wang L.L. Li,J.C. Wang, Failure mechanism of tunnel lining joints and bolts with uneven longitudinal ground settlement [J], Tunnelling and Underground Space Technology. 40 (2014) 300–308.

DOI: 10.1016/j.tust.2013.10.007

Google Scholar

[6] X.Y. Wang, P. Yung, H.B. Luo, Martijn Truijens, An innovative method for project control in LNG project through 5D CAD: A case study [J], Automation in Construction 45 (2014) 126–135.

DOI: 10.1016/j.autcon.2014.05.011

Google Scholar