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THE RESPONSE OF A PILE-SOIL SYSTEM IN A COHESIVE SOIL AS A FUNCTION OF THE EXCESS PORE WATER PRESSURE AND THE ENGINEERING PROPERTIES OF THE SOIL

机译：粘性土壤中桩土体系的响应作为过度孔隙水压力和土壤工程性能的函数

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作者
AIRHART, TOM PATTERSON.;
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作者单位

Texas A&M University.;

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授予单位 Texas A&M University.;
学科
学位 Ph.D.
年度 1967
页码 137 p.
总页数 137
原文格式 PDF
正文语种 eng
中图分类
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6. Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor [O] . Yonghong Wang, Xueying Liu, Mingyi Zhang, 2020

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8. Pile-Soil System Response in Clay as a Function of Excess Pore Water Pressure and Other Soil Properties [R] . Airhart, T. P., Hirsch, T. J., Coyle, H. M. 1967

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THE RESPONSE OF A PILE-SOIL SYSTEM IN A COHESIVE SOIL AS A FUNCTION OF THE EXCESS PORE WATER PRESSURE AND THE ENGINEERING PROPERTIES OF THE SOIL

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