Excess Pore Water Pressure Response in Soft Clay under Embankment
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Kim, Yun-Tae
(Member, Senior Manager, LG Engrg. and Construction Corp.)
Kim, Nak-Kyung (Member, Assistant Professor, Dept. of Civil Engrg., Sungkyunkwan Univ.) |
1 |
Stress-strain-strain rate relation for the compressibility of natural sensitive clays
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DOI ScienceOn |
2 |
State of the Art: Evaluation and Interpretation of Soil Consolidation Tests
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3 |
In situ and laboratory stress-strain relationships
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DOI ScienceOn |
4 |
An assessment of the behaviour of foundation clay at Tarsiut N-44 caisson retained island
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5 |
The Consolidation of Peat
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6 |
Porewater pressure in clays below caisson island
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7 |
Modeling the viscoplastic behavior of clays during consolidation: application to Berthierville clay in both laboratory and field conditions
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DOI ScienceOn |
8 |
Long term consolidation beneath the test fill at Vasby, Sweden
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9 |
Mechanism of one-dimensional consolidation
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