Research on Mechanism of Consolidating the Saturated Soft Clay with the Application of Pile-Supported Composite Foundation

Zhao Hua Zhang

doi:10.4028/www.scientific.net/AMR.594-597.370

Paper Titles

Primary Study on Mechanism of Earthquake-Induced Differential Settlement of Buildings on Liquefiable Subsoil
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Stability Analysis and Control Measures of the Kim-Yun-Mine Collapse
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Numerical Analysis on Effect of Rock Rheology on Fully-Grounded MFRP Bolt Stress
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Selection of Support Form and Water-Sealing Measure for Deep Excavation in Miscellaneous Interphase Distribution Strata
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Research on Mechanism of Consolidating the Saturated Soft Clay with the Application of Pile-Supported Composite Foundation
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Study on the Prediction Method for Brittle Failure of Hard Rock Based on Acoustic Emission Test
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Study about the Relationship between the Local Precipitation and Landslide in Zhejiang Province in Recent Years
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Analysis on Stability of Powerhouse Slope under the Operation Water Level Condition of Tianhuaban Hydropower Station
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The Saturated - Unsaturated Seepage Analysis of Hualianshu Landslide on the Condition of Rainfall
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Research on Mechanism of Consolidating the...

Research on Mechanism of Consolidating the Saturated Soft Clay with the Application of Pile-Supported Composite Foundation

Abstract:

In order to reduce both uneven settlements and construction duration, researches on pile-supported composite foundation of highway were carried out. When the groundfill is higher than the critical height（1.35 times space between piles）, a complete geostatic arch is formed in the pile-supported composite foundation, which could significantly reduce the uneven settlement. Grids installed at the bottom of embankment could markedly reduce the side displacement and increase the stability of embankment, multilayer grids with layout of loose on the top and dense at the bottom prefer to single layer grids. Plastic drainage board makes up well-functioned drainage system, which can shorten the dispersal time of pore water pressure and accelerate the consolidation of soft soil to shorten the construction duration.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

370-375

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.370

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Online since:

November 2012

Authors:

Zhao Hua Zhang

Keywords:

Drainage Board, Pile-Supported Composite Foundation, Pore Water Pressure, Uneven Settlement

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