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- W624191712 abstract "In this paper, the behaviour of clay around a pressuremeter is analysed by means of FEM (finite element method) based on an elasto-plastic constitutive model. The computation takes the pore water flow during the pressuremeter test into account. The numerical simulation indicates that the local drainage condition has a significant influence on the test results. The interpretation methods applied to the results of numerical simulation are found to work well in estimating stress, strain and strength provided the perfectly undrained condition is fulfilled. A miniature pressuremeter test with pore pressure measurement is also conducted. The test results do not agree with the theoretical values based on the interpretation methods which are valid when there is no volume change of clay. This implies that the miniature pressuremeter test is carried out with partial drainage in the clay. The total and effective stress paths of clay estimated from the results of the miniature pressuremeter tests is in accordance with the total and effective stress paths obtained from the numerical simulation. (Author/TRRL)" @default.
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- W624191712 date "1990-01-01" @default.
- W624191712 modified "2023-09-25" @default.
- W624191712 title "EFFECTS OF DRAINAGE ON INTERPRETATION OF PRESSUREMETER TESTS IN CLAY . PRESSUREMETERS. PROCEEDINGS OF THE THIRD INTERNATIONAL SYMPOSIUM, ORGANISED BY THE BRITISH GEOTECHNICAL SOCIETY, OXFORD UNIVERSITY, APRIL 2-6, 1990" @default.
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