EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS(closure)
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概要
著者
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WATABE YOICHI
Port and Airport Research Institute
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Watabe Yoichi
Port And Airport Res. Inst. Jpn
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Udaka Kaoru
Oyo Corporation
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Emura Tsuyoshi
Kansai International Airport Co. Ltd.
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KOBAYASHI MASAKI
Costal Development Institute of Technology
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TABATA TAKECHIHO
Formerly Kansai International Airport Land Development Co., Ltd.
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Tabata Takechiho
Formerly Kansai International Airport Land Development Co. Ltd.
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Udaka Kaoru
Oyo Corp. Jpn
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- EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS(closure)
- EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS
- VARIABILITY OF PHYSICAL AND CONSOLIDATION TEST RESULTS FOR RELATIVELY UNIFORM CLAY SAMPLES RETRIEVED FROM OSAKA BAY