BEHAVIOR OF BORED PILES IN SAND.

被引：0
|
作者：
Touma, Fadlo T.
Reese, Lymon C.
机构：
来源：
American Society of Civil Engineers, Journal of the Geotechnical Engineering Division | 1974年 / 100卷 / GT7期
关键词：
BORED PILES - GEOTECHNICAL ENGINEERING;
D O I：
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中图分类号：
学科分类号：
摘要：
The paper presents the results of load tests on instrumented bored piles. Field measurements of load transfer in sand were made and design criteria are suggested for computing the tip and the side resistance of bored piles in sand as a function of soil properties. The side resistance of a bored pile in sand can be correlated with the integral on the periphery of the pile of the product. In this study, the correlation factor was found to be equal to about 0. 7 for a penetration in sand less than 25 ft.
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页码：749 / 761
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