Published 1994
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Dynamic response of a shaft in dry sands
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Abstract
In order to study the dynamic behavior of a shaft in soil during earthquakes, dynamic centrifuge tests were carried out. Two types of models were taken up; (1) level ground of sand; and (2) a hollow shaft of two different depth embedded into the level ground. An effective boundary treatment method was presented so that the semi-infinite ground condition can be satisfied approximately. The effects of input level and shaft geometry on the response of shaft-soil system were discussed.
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© 1994 Balkema.Attached Files
Published - 386497.pdf
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386497.pdf
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- 50537
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- CaltechAUTHORS:20141020-093408864
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2014-10-20Created from EPrint's datestamp field
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2019-10-03Created from EPrint's last_modified field