논문
포화된 사질토에서 비배수 공극수압거동에 대한 탄성해석모델의 개발
Elastic Modeling for the Behavior of Undrained Pore Water Pressure in Saturated Sand
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참고문헌
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Abstract
In this study, it was suggested that the elastic model to analyze the behavior of pore water pressure in saturated sand specimen on the condition of non-drainage. The model based on the experiments which were performed for the relationships between the pore water pressure and the grain size of specimen, and effective stress, respectively. The suggested model embodied the pore water and soil grain as separate elastic springs of different stiffness. The springs were joined parallel and the axial strains were restricted to the same deformation. The suggested model was well consistent with the experiments.
참고문헌 (5)
- "and A. K. G. Eldin. 1950. Undrained triaxial tests on saturated sands and their significance in the general theory of shear strength. G otechnique. ICE. 2", pp.13~32
- "The Analysis of the Behavior of Undrained Pore Water Pressure in Saturated Sand by Isotropic Loading Test.", 47(4), pp.43~52 (2005)
- "Pore-Water Pressure Response during Undrained Isotropic Load Changes in Layered Soils.", 36(3), pp.544~555 (1999)
- "1984 Rheology and Soil Mechanics", pp.67-131. Elsevier Applied Science Publishers
- "Soil Mechanics in Engineering Practice Third Edition", pp.223~229 (1996), John Wiley & Sons.
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