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Evaluating Soil Properties and Cyclic Loading Effects of Florida's Clayey Silty Fine Sand Soils Associated with High Pile Rebound.

机译：评价与高桩回弹相关的佛罗里达州Clayey粉质细砂土的土壤特性和循环荷载效应。

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作者
Omar, Ali Fadil M.;
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作者单位

Florida Institute of Technology.;

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授予单位 Florida Institute of Technology.;
学科 Civil engineering.
学位 Ph.D.
年度 2016
页码 196 p.
总页数 196
原文格式 PDF
正文语种 eng
中图分类农学（农艺学）;
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3. Influence of Relative Pile-Soil Stiffness and Load Eccentricity on Single Pile Response in Sand Under Lateral Cyclic Loading [J] . Sudip Basack, Sandip Dey Geotechnical and geological engineering . 2012,第4期

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5. Load transfer curves from large-diameter pipe piles in silty soils at the Sakonnet River bridge. [D] . Tewis, Nele. 2011

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6. Behavior of Nonplastic Silty Soils under Cyclic Loading [O] . Nazile Ural, Zeki Gunduz -1

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7. EFFECTS OF COMPACTION CONDITIONS ON CYCLIC UNDRAINED SHEAR PROPERTIES OF SANDY-SILT SOILS AND ITS EVALUATION [O] . Satoshi MATSUMURA, Seiichi MIURA, Shoji YOKOHAMA 2012

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8. The Response of Soils to Dynamic Loadings. Report 11. Triaxial Tests upon Saturated Fine Silty Sand [R] . Healy, K. A. 1962

机译：土壤对动态荷载的响应。报告11.饱和细粉砂的三轴试验

Evaluating Soil Properties and Cyclic Loading Effects of Florida's Clayey Silty Fine Sand Soils Associated with High Pile Rebound.

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