Estimation of the Degree of Consolidation using Settlement and Excess Pore Water Pressure
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이달원
(충남대학교 농공학과)
임성훈 (충남대학교 대학원) |
1 |
The stability of stage-constructed embankments on soft clays
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DOI |
2 |
Pore pressure dissipation ratio for a nonlinear consolidation problem
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DOI |
3 |
Consolidation of soils by vertical drain wells with finite permeability
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DOI |
4 |
Limitation fo conventional analysis of consolidation settlement
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DOI |
5 |
Performance of embankment stabilized with vertical drains on soft clay
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DOI ScienceOn |
6 |
Excess porewater pressure and preconsolidation effect developed in normally consolidatied clays of some age
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7 |
Excess pore-water pressure and preconsolidation effect developed in normally consolidated clay of some age
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DOI |
8 |
Construction pore pressures in clay foundation under embankments
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DOI ScienceOn |
9 |
Observational procedure for steetlment prediction
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DOI |
10 |
Comparison of the hyperbolic and Asaoka observational method monitoring consolidation with vertical drains
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DOI |
11 |
Rectangular hyperbola method of consolidation analysis
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DOI ScienceOn |
12 |
Consolidation by vertical drains taking well resistance and smear into consideration
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13 |
Consolidation of finegraines soils by drain welts
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