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作者: Arthur K.O. So , Charles W.W. Ng
DOI: 10.1139/T10-031
关键词:
摘要: The Hiley formula underestimates driving resistance of long piles. Methods using affected pile length have been suggested, but found to be inapplicable for high-capacity impact...
Marine Georesources & Geotechnology,2016, 引用: 2
Canadian Geotechnical Journal,2011, 引用: 1