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- W648386253 abstract "The cohesive soil deposits in Taipei are mainly slightly plastic clays with varying silt content in various depositional environments in the Taipei basin. For the design and construction of Taipei Rapid Transit Systems, it is essential to have a comprehensive understanding of the behaviour of these cohesive soils. The results of an extensive laboratory testing program indicate that the state concept for defining undrained strength applies well to the cohesive soils in Taipei. The results of Ko consolidated undrained triaxial compression tests on samples reconsolidated to their in-situ stresses are in good agreement with the SHANSEP strengths. A generalized yield envelope has been defined for the lower cohesive soils in Taipei. (A)" @default.
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- W648386253 date "1994-12-01" @default.
- W648386253 modified "2023-09-27" @default.
- W648386253 title "GEOTECHNICAL PROPERTIES OF THE COHESIVE SUNGSHAN DEPOSITS, TAIPEI" @default.
- W648386253 hasPublicationYear "1994" @default.
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