RESPONSE CHARACTERISTICS OF SATURATED CLAY TO IMPACT LOADING

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概要

• 論文の詳細を見る

• Earthquake can be considered to have two different characters, cyclic loading and random pulsative loading. As structures are apt to oscillate at their natural frequencies, the random pulsative loading is considered the important part of earthquake.In the present study the dynamic response characters of soft saturated clays under an impact load have been investigated by subjecting the material to test under simply simulated earthquake in the triaxial cell. Three types of test adopted are those of the longitudinal impact vibration test, the torsional impact vibration test and the longitudinal forced vibration test.

• 社団法人地盤工学会の論文

著者

• Yamauchi Yukio

  Kyoto University

• AKAI Koichi

  Kyoto University

関連論文

• RESPONSE CHARACTERISTICS OF SATURATED CLAY TO IMPACT LOADING
• A STUDY ON LONG-TERM CONSOLIDATION OF UNDISTURBED SATURATED CLAY

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