TIME-DEPENDENT SETTLEMENT RESPONSE OF GRANULAR FILL ON SOFT SOIL
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概要
- 論文の詳細を見る
In this paper, the time-dependent settlement characteristics of granular fill on saturated soft foundation soil were studied using a mechanical model for the foundation. The model idealizes the behaviour of granular fill and saturated soft foundation soil with the Pasternak shear layer and spring-dashpot system respectively. The parametric studies revealed the effect of various parameters on the settlement response of the model at different stages of consolidation of the soft soil.
- 社団法人地盤工学会の論文
- 1995-12-15
著者
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CHANDRA SARVESH
Department of Civil Engineering, Indian Institute of Technology
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Chandra Sarvesh
Department Of Civil Engineering Indian Institute Of Technology
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SHUKLA SANJAYKUMAR
Department of Civil Engineering, Indian Institute of Technology
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Shukla Sanjaykumar
Department Of Civil Engineering Indian Institute Of Technology
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Shukla Sanjay
Department of Civil Engineering, Indian Institute of Technology
関連論文
- STEADY STATE RESPONSE OF BEAMS ON A TENSIONLESS GEOSYNTHETIC-REINFORCED GRANULAR FILL-SOFT SOIL SYSTEM SUBJECTED TO MOVING LOADS
- TIME-DEPENDENT SETTLEMENT RESPONSE OF GRANULAR FILL ON SOFT SOIL