Research on the Consolidation Theory of Sand Drain Foundation Settlement

Wei Dong Pan; Xiao Long Sheng; Ren Guo Gu; Ke Zhu

doi:10.4028/www.scientific.net/AMR.378-379.282

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 378-379Research on the Consolidation Theory of Sand Drain...

Research on the Consolidation Theory of Sand Drain Foundation Settlement

Abstract:

In the consolidation theory of sand drain foundation settlement, the influence of groundwater level changes on the soil consolidation has been paid less attention. Therefore, discussing those changes' influence will help to deepen and perfect the sand drain consolidation theory. Through theoretical research and field measurements, the concrete influences of water level weight, dissipation rate and other factors on the consolidation process are obtained. This helps to improve the consolidation theory and efficiency.

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Periodical:

Advanced Materials Research (Volumes 378-379)

Pages:

282-287

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.378-379.282

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Online since:

October 2011

Authors:

Wei Dong Pan, Xiao Long Sheng, Ren Guo Gu, Ke Zhu

Keywords:

Consolidation, Rate of Dissipation, Sand Drain Foundation Settlement, Water Level Weight

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