LATERAL PRESSURES AT REST IN EXPANSIVE SOIL COVERED WITH COHESIVE NONSWELLING SOIL

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概要

• 論文の詳細を見る

• The development of lateral pressures at rest in expansive soil are studied under various surcharge intensities with and without interposing cohesive nonswelling soil layer. The surcharge intensities selected for study ranged within and beyond the magnitude of swelling pressure at 'no volume change'. Studies indicated that both cohesive nonswelling soil layer as well as surcharge are significantly effective in altering the lateral pressure and vertical movement of the underlying expansive soil mass. The equations for lateral pressures generated beyond swelling pressure range are formulated.Further, the studies conducted with cohesive nonswelling soil layer of varying shear strengths indicated that its shear strength plays an important role in altering the generated lateral pressures.

• 社団法人地盤工学会の論文
• 1983-06-15

著者

• Kate Jayavant

  Civil Engineering Department Indian Institute Of Technology

• Katti Ramanath

  Civil Engineering Department And Head Csre Indian Institute Of Technology

関連論文

• LATERAL PRESSURES AT REST IN EXPANSIVE SOIL COVERED WITH COHESIVE NONSWELLING SOIL

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