VIBRATION BEHAVIOR OF A SAND LAYER RESTING UPON INCLINED FIRM UNDERGROUND BOUNDARIES

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概要

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• In order to see the effect of firm boundaries on the characteristic features of the ground motion during earthquake, a series of vibration tests was carried out on a laboratory scale for two typical types of ground formation. The first type of the ground considered was a layer of soft soil resting on inclined underground rigid base. The other type of the ground was a V-shaped inlet-like soil layer, surrounded by vertical firm wall. As results of the model tests, it was clarified how the intensity of vibration is amplified particularly on the ground surface near such typical boundary bases.

• 社団法人地盤工学会の論文

著者

• Ishihara Kenji

  Civil Engineering The University Of Tokyo

• Ishihara Kenji

  Civil Engineering Dep't. University Of Tokyo.

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• APPROXIMATE FORMS OF WAVE EQUATIONS FOR WATER-SATURATED POROUS MATERIALS AND RELATED DYNAMIC MODULUS
• RELATIONS BETWEEN PROCESS OF CUTTING AND UNIQUENESS OF SOLUTIONS
• VIBRATION BEHAVIOR OF A SAND LAYER RESTING UPON INCLINED FIRM UNDERGROUND BOUNDARIES

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