The Consolidation State of Red Clay Determined by Cone Penetration Test

Zhen Yu Li; Qing Qing Tian; Hong Bin Xiao

doi:10.4028/www.scientific.net/AMR.639-640.652

Paper Titles

Time Effect of the Pile Bearing Capacity in Dredger Fill
p.630

Optimum Design for the Bracing Structure of a Foundation Pit
p.639

Research on the Pile Side Friction of Composite Foundation with Long-Short-Piles under High-Rise Building
p.644

Dynamic Response of Multiple Holes in Half Space Saturated Soil to the Effect of the P Waves
p.648

The Consolidation State of Red Clay Determined by Cone Penetration Test
p.652

Identification of Creep Model and Parameters Inverse Analysis for Nanning Expansive Soils
p.657

Theoretical Analysis of Longitudinal Ventilation System in a Road Tunnel for Predictive Control Based on Inertia Effect
p.665

Influence of Soil Consolidation History on Seismic Response of Underground Structure in Layered Liquefiable Ground
p.670

The Mechanical Property of High Bridge Pier
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640The Consolidation State of Red Clay Determined by...

The Consolidation State of Red Clay Determined by Cone Penetration Test

Abstract:

It is of significance to determinate the consolidation state of soil for evaluation of deformation and strength of foundation soil. The consolidation state of red clay is determined through laboratory experiments combined with static cone penetration tests. The results show that the law of consolidation history of red clay is opposite to other soils. The static point resistance obtained from cone penetration test decreases linearly with soil depth increasing. The over-consolidate rate of different soil layer gotten by laboratory experiments also decreases linearly with soil depth increasing. The slopes of two linear regress curves are similar. The change of static point resistance can be used to estimate over-consolidate rate of red clay at different depth.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

652-656

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.652

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Online since:

January 2013

Authors:

Zhen Yu Li, Qing Qing Tian, Hong Bin Xiao

Keywords:

Cone Penetration Test, Consolidation State, Over Consolidation Ratio, Red Clay

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