Case Study of Ground Improvement to Qianhai Reclamation Area, Qianhai Bay, Shenzhen

Li, A G; Tham, L.G.; Wen, J P; Chen, S C

doi:10.1061/9780784413401.023

Ground Improvement and Geosynthetics 2014

DOI: 10.1061/9780784413401.023

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Case Study of Ground Improvement to Qianhai Reclamation Area, Qianhai Bay, Shenzhen

A G Li

L.G. Tham

J P Wen

et al.

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Cited by 2 publications

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Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains

Sun

Pan

et al. 2022

Can. Geotech. J.

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Vacuum preloading combined with prefabricated vertical drains (PVDs) has been widely used to improve soft clayey soil deposits. However, the consolidation deformation of high-water-content slurry under vacuum pressure is still not fully understood. In this study, the displacement field of the slurry during vacuum preloading was directly observed using the particle image velocimetry (PIV) technique. The test results showed that the displacement field of the slurry could be divided into three different zones that reflect distinct consolidation patterns. In Zones I and III, the slurry was predominantly compressed along the horizontal and vertical directions, respectively, whereas in Zone II, compression occurred in both the vertical and horizontal directions. In particular, the slurry elements in Zones I and II underwent horizontal extension prior to horizontal compression. The study also visualized the boundary of the soil column and provided an equation for the relation between soil column thickness and consolidation time, which could provide a reference for the theoretical consolidation calculations related to soil columns.

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Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains

Sun

Pan

et al. 2022

Can. Geotech. J.

View full text Add to dashboard Cite

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A deep-learning method for evaluating shaft resistance of the cast-in-site pile on reclaimed ground using field data

Zhang

Shen

et al. 2020

J. Zhejiang Univ. Sci. A

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Case Study of Ground Improvement to Qianhai Reclamation Area, Qianhai Bay, Shenzhen

Cited by 2 publications

References 7 publications

Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains

Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains

A deep-learning method for evaluating shaft resistance of the cast-in-site pile on reclaimed ground using field data

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