ANALYSIS OF LATERALLY LOADED PILES EMBEDDED IN LAYERED FROZEN SOIL

被引：13

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

页码：1137 / 1152

页数：16

共 14 条

[1]

Andersland O., 1978, GEOTECH ENG COLD REG, P216

[2]

HETENYI M, 1946, BEAMS ELASTIC F

[3]

MATLOCK H, 1970, 2ND P ANN OFFSH TECH

[4]

MORGENSTERN NR, 1980, CAN GEOTECH J, V17, P405, DOI 10.1139/t80-047

[5] ANALYSIS OF LATERALLY LOADED PILES IN PERMAFROST [J].

NEUKIRCHNER, RJ .

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1987, 113 (01) :15-29

[6]

NEUKIRCHNER RJ, 1987, J GEOTECH ENG DIV AS, V113, pA1

[7] LATERALLY LOADED PILES IN PERMAFROST [J].

NIXON, JF .

CANADIAN GEOTECHNICAL JOURNAL, 1984, 21 (03) :431-438

[8]

REESE LC, 1977, J GEOTECH ENG DIV AS, P287

[9]

REESE LC, 1975, P SEMINAR SERIES DES

[10] PREDICTION OF PILE PERFORMANCE IN PERMAFROST UNDER LATERAL LOAD [J].

ROWLEY, RK ;

WATSON, GH ;

LADANYI, B .

CANADIAN GEOTECHNICAL JOURNAL, 1975, 12 (04) :510-523

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