Reinforcement Effect Analysis of Dynamic Drainage Consolidation Based on Finn Constitutive Law

Gui Hua Yang; Wei Yu; Huai Qi Li

doi:10.4028/www.scientific.net/AMM.170-173.2390

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Reinforcement Effect Analysis of Dynamic Drainage...

Reinforcement Effect Analysis of Dynamic Drainage Consolidation Based on Finn Constitutive Law

Abstract:

In coastal areas, soft soil treatment is the challenge which must be faced in process of engineering construction. Among numerous treatment methods, dynamic drainage consolidation method is a new and effective method. In this paper, The Finn constitutive law reflecting dynamic pore pressure has been applied to dynamic drainage consolidation analysis. The results show pore water pressure behaves a pulse response proces for the impact, vertical drainage systerm increase the effective drainage channels, speed up the drainage process.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

2390-2394

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.2390

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Online since:

May 2012

Authors:

Gui Hua Yang, Wei Yu, Huai Qi Li

Keywords:

Dynamic Drainage Consolidation, Dynamic Pore Water Pressure, Finn Constitutive Law, Sand Well, Soft Soil Treatment

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