ANALYSIS OF LATERALLY LOADED PILES EMBEDDED IN LAYERED FROZEN SOIL

被引：14
|
作者：
CROWTHER, GS [1 ]
机构：
[1] HARDING LAWSON ASSOCIATES,ANCHORAGE,AK 99504
来源：
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1990年 / 116卷 / 07期
关键词：
D O I：
10.1061/(ASCE)0733-9410(1990)116:7(1137)
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A design approach is presented to analyze laterally loaded piles embedded in layered frozen soil. The design approach makes use of a commercially available computer solution that uses p-y curves to model soil and pile interaction. Shear strength and strain criteria for both ice-rich and ice-poor soil are presented for use in constructing p-y curves. Published pile load test results and deflections calculated using the design approach are compared. Two Prudhoe Bay, Alaska loading cases are analyzed, and calculated deflections and moments are presented. © ASCE.
引用
收藏
页码：1137 / 1152
页数：16
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