Groove Stability of Diaphragm Wall Excavation in High Confined Water Stratum

Yu Hong Liu; Kai Xu

doi:10.4028/www.scientific.net/AMM.405-408.336

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Groove Stability of Diaphragm Wall Excavation in...

Groove Stability of Diaphragm Wall Excavation in High Confined Water Stratum

Abstract:

Based on the construction of diaphragm wall groove of Hangzhou metro station engineering and combined with construction practice, detection and simulation, the groove stability of diaphragm wall in high confined water stratum was studied in aspects of construction parameters and geological conditions. Studies have shown that, the high confined water stratum is an important factor in the groove stability of diaphragm wall, the buried depth of head should be reduced; the deformation of groove wall reduces significantly with increasing in mud specific weight; and the width of groove should be control well.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

336-341

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.336

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Online since:

September 2013

Authors:

Yu Hong Liu*, Kai Xu

Keywords:

Diaphragm Wall, Groove Form, Groove Stability, High Confined Water, Mud Specific Weight

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