EFFECT OF PORE WATER MIGRAITION ON SELF-BORING PRESSUREMETER STRENGTH
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- KOBAYASHI Ichizo
- 東京工業大学
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- SOGA Kemchi
- Senior Lecturer, University of Cambridge
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- IIZUKA Atsushi
- 神戸大学
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- OHTA Hideki
- 東京工業大学
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- DALTON Clive
- Chaimian, Cambridge Insitu
Bibliographic Information
- Other Title
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- セルフボーリングプレッシャーメータから得られる強度に間隙水の移動が及ぼす影響
Abstract
Soil deformation is largely controlled by the migration of the pore water. The self-boring pressuremeter (SBP) testdata on clayis often interpreted based on the conditions that the soil remains in the undrained condition during the pressuremeterexpansion and that the soil deformation is one-dimensional. The former condition is related to the expansion rate and thepermea bility of the soil, whereas the latter condition is related to the pressuremeter geometry. Soil-water coupledfiniteelement analysis using the finite deformation theory was performed to investigate the validity of the assumptions used ininterpreting the SBP data. The effect of permeability and expansion rate on the SBP strength was examined for differentplasticity clays with different overconsolidation ratios. The various effects caused by pore water migration on the SBP strengthwere clarified.
Journal
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- Journal of applied mechanics
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Journal of applied mechanics 4 285-294, 2001
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680183681792
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- NII Article ID
- 130004258149
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- ISSN
- 1884832X
- 13459139
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed