VARIATIONAL ESTIMATION OF THE SETTLEMENT OF A CIRCULAR RAFT ON ANISOTROPIC SOIL

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概要

• 論文の詳細を見る

• A variational method is developed to analytically study the interaction between a circular raft of finite flexibility and a cross-anisotropic elastic soil deposit of infinite extent. The raft rests smoothly on the soil surface and undergoes flexural deformations under the action of uniformly or parabolically distributed axisymmetric external loads and the ensuing soil reactions. Soil anisotropy is treated rigorously and particular emphasis is accorded to the sensitivity of total and differential undrained raft settlements on assumed realistic values of the anisotropic soil parameters.

• 社団法人地盤工学会の論文
• 1981-12-15

著者

• Gazetas George

  Civil Engineering Rensselaer Polytechnic Institute

• Gazetas George

  Civil Engineering Case Institute Of Technology Case Western Reserve University

関連論文

• A NEW DYNAMIC MODEL FOR EARTH DAMS EVALUATED THROUGH CASE HISTORIES
• VERTICAL OSCILLATION OF EARTH AND ROCKFILL DAMS : ANALYSIS AND FIELD OBSERVATION
• VARIATIONAL ESTIMATION OF THE SETTLEMENT OF A CIRCULAR RAFT ON ANISOTROPIC SOIL

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