Peng Lin
Abstract
The relationship between coefficient of consolidation and effective stresses of a soft clay is researched. An expression between them is derived. A series of laboratory tests are also conducted to prove its validity. The positive results can increase the accuracy for the numerical analysis of consolidation.
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The relationship between coefficient of consolidation and effective stresses of a soft clay is researched. An expression between them is derived. A series of laboratory tests are also conducted to prove its validity. The positive results can increase the accuracy for the numerical analysis of consolidation.
Key concepts: Consolidation (business), Geotechnical engineering, Engineering, Accounting, Business