Analysis about Bending Moment of Sheet Piles Retaining Structure

Xiong Xia; Lin Lin Li; Yi Huang; Han Dong Xu; Sai Ying Xi

doi:10.4028/www.scientific.net/AMR.1051.701

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1051Analysis about Bending Moment of Sheet Piles...

Analysis about Bending Moment of Sheet Piles Retaining Structure

Abstract:

With the development of urban construction, lots of deep foundation pits have come forth continuously. As a new support structure for foundation pit, sheet piles is used in-situ due to its rigidity of pile body, but the mechanism of pile-soil interaction of sheet piles is still unclear. In order to study the bending moment behavior of sheet piles under different excavation situations and surcharge loading, the special device was designed and a series of model tests were conducted to investigate the effects of sheet piles retaining structure. The result indicates that sheet piles bending moment increases with excavations and loadings, but decreases after reaching 30 cm. bending moments are different in different positions, the deformation and moment in middle pile is the largest. Pile bending moment increases when piles spacing increases, for attenuating the pile group effect, pile-soil interaction of sheet piles can be used effectively when piles spacing is 5cm, and the supporting effect is ensured.

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Periodical:

Advanced Materials Research (Volume 1051)

Pages:

701-705

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1051.701

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Online since:

October 2014

Authors:

Xiong Xia*, Lin Lin Li, Yi Huang, Han Dong Xu, Sai Ying Xi

Keywords:

Bending Moment, Model Test, Pile Spacing, Sheet Piles

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* - Corresponding Author

References

[1] Xin-xi Zhang, Jia-le Sun, Ke Liu. Principle and application of deformation control design for retaining structure in deep excavation. Journal of geotechnical engineering, 1999, 21(2), Pages161-165. (in Chinese).

Google Scholar

[2] Shao-man Xu, Shu-hua Li, Xiao-xian Chen. Study of Model Tests for Multilayer Deep Excavation[J]. Fujian Architecture & Construction, 2000(s2), Pages 70. (in Chinese).

Google Scholar

[3] ÖmerBilgin. Numerical studies of anchored sheet pile wall behavior constructed in cutand fill conditions. Computers and Geotechnics, Volume 37, Issue 3, April 2010, Pages 399-407.

DOI: 10.1016/j.compgeo.2010.01.002

Google Scholar

[4] Xiong Xia, Huang Xu, Han-dong Xu, Rong-jun Gu. Study on Bending Behaviors of Φ500 PHC Pile. Advanced Materials Research , Vol. 772 (2013) , Pages 193-197.

DOI: 10.4028/www.scientific.net/amr.772.193

Google Scholar

[5] Abdurrahman Şahin. Mathematical models and solution algorithms for computational design of RC piles under structural effects. Applied Mathematical Modelling Volume 35, Issue 7, July 2011, Pages 3611–3638.

DOI: 10.1016/j.apm.2011.01.037

Google Scholar

[6] Xiong Xia, Huang Xu, Ai-qin Zhang, Li Qian, Kai Huang. Research on Variation of Land Subsidence in Changzhou. Applied Mechanics and Materials, Vols. 256-259 (2013) , Pages 463-466.

DOI: 10.4028/www.scientific.net/amm.256-259.463

Google Scholar

[7] Xiong Xia, Jin-cai Feng, Xiao-ping Wang. Tilt Group Piles Indoor Model Test Research in Soft Soil Ground[J]. Railway Engineering, 2010. (11): 91-92, 128.

Google Scholar