Difference Analysis of the Reinforcement Treatment on Reclaimed Soil Foundation in Coastal Region

ZHANG Yuting; DONG Haijun

doi:10.3969/j.issn.1007-2993.2010.06.010

Volume 24 Issue 6

Jul. 2021

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ZHANG Yuting, DONG Haijun. Difference Analysis of the Reinforcement Treatment on Reclaimed Soil Foundation in Coastal Region[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(6): 312-314. doi: 10.3969/j.issn.1007-2993.2010.06.010

Citation:

ZHANG Yuting, DONG Haijun. Difference Analysis of the Reinforcement Treatment on Reclaimed Soil Foundation in Coastal Region[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(6): 312-314. doi: 10.3969/j.issn.1007-2993.2010.06.010

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Difference Analysis of the Reinforcement Treatment on Reclaimed Soil Foundation in Coastal Region

doi: 10.3969/j.issn.1007-2993.2010.06.010

Tianjin Research Institute for Water Transport Engineering, Tianjin 300456, China

Received Date: 2010-08-25
Available Online: 2021-07-06

Abstract

Abstract

In land reclamation, the sediment in the sea is hydraulic filled to the land making area. In the process of reinforcement, the hydraulic fill is non-uniform that the settlement, pore-water pressure and soil strength has difference on reclaimed ground.The cause of difference and the regularity of parameters variation has been analyzed. Moreover, the proper suggestions has been given.
- Hydraulic fill,
- Regional difference,
- Settlement,
- Pore-water pressure