Numerical Simulation Research on the Settlement Regularity in Pile-Net Composite Foundation

Jin Jiang YU; Qian Gong Cheng; Cheng Hui Li; Hua Wen

doi:10.4028/www.scientific.net/AMR.261-263.1251

Paper Titles

Pseudo-Static Experimental Research and Seismic Behavior Analysis on Elevated Pile Cap Foundation
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Experimental Study on Mechanical Characteristics of Deformation of Red Sandstone
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The Application of an Unsaturated Soil Elastoplasticity Model in Dam-Reservior Coupling System
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Experimental Bond Behavior of Mortar Grouted GFRP Rock Bolt
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Numerical Simulation Research on the Settlement Regularity in Pile-Net Composite Foundation
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Numerical Model of Road Tunnel with Void between the Liner and Surrounding Rock and its Application
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Defects Inspection and Cause Analysis of Six Tunnels in Chongqing
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Analysis of Tunnel Defect Characteristic Caused by Cavities behind Lining
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Research on the United Supporting Structure of Piled Anchor and Reinforced Concrete Internal Bracing for City Deep Foundation Pit under Complex Surroundings
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 261-263Numerical Simulation Research on the Settlement...

Numerical Simulation Research on the Settlement Regularity in Pile-Net Composite Foundation

Abstract:

Based on the foundation treatment for deep soft soil in Chaoshan station district, this paper studied the engineering characteristics of soft soil in Chaoshan and the settlement regularity of pile-net composite foundation, etc. by numerical simulation. The results show: the reduction of pile spacing and the settings of pile cap can decrease the settlement of soil among the piles on foundation plane.

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Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

1251-1256

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.261-263.1251

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Online since:

May 2011

Authors:

Jin Jiang YU, Qian Gong Cheng, Cheng Hui Li, Hua Wen

Keywords:

Deep Soft Soil, Numerical Simulation, Pile-Net Composite Foundation, Settlement

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References

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