Bearing capacity under cyclic loading - offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, 23 November 2007

被引:191
作者
Andersen, Knut H. [1 ]
机构
[1] Norwegian Geotech Inst, N-0806 Oslo, Norway
关键词
cyclic shear strength; bearing capacity; clay; sand; silt; design diagrams; LIQUEFACTION RESISTANCE; GRANULAR SOILS; FIELD-TESTS; STRENGTH; SAND; SHEAR; DEFORMATION; FOUNDATIONS; ANCHORS; CLAY;
D O I
10.1139/T09-003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Cyclic loading can be important for the foundation design of structures, both offshore, along the coast, and on land, and for the stability of slopes. This is illustrated by several examples. The paper discusses how soil behaves under cyclic loading, both for structures and for slopes, and shows that the cyclic shear strength and the failure mode under cyclic loading depend strongly on the stress path and the combination of average and cyclic shear stresses. Diagrams with the cyclic shear strength of clay, sand, and silt that can be used in practical design are presented. Comparisons between calculations and model tests indicate that foundation capacity under cyclic loading can be determined on the basis of cyclic shear strength determined in laboratory tests.
引用
收藏
页码:513 / 535
页数:23
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