NUMERICAL-STUDIES OF SOIL STRUCTURE INTERACTION USING A SIMPLE INTERFACE MODEL

被引:15
作者
GRIFFITHS, DV
机构
[1] Univ of Manchester, Manchester, Engl, Univ of Manchester, Manchester, Engl
关键词
CULVERTS - MATHEMATICAL TECHNIQUES - Finite Element Method - PILES - SOIL MECHANICS - Mathematical Models;
D O I
10.1139/t88-016
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The effect of interface roughness in problems of soil-structure interaction is demonstrated using a simple finite element interface model. Three examples of geotechnical interest are presented to demonstrate the approach, and comparisons are made with closed-form solutions where available. Both rough and smooth extremes of interface behavior are analyzed. The smooth interface modelling is performed without the use of specialized elements, and involves uncoupling and rotation of freedoms parallel to the proposed interface direction. It is suggested that, in view of the uncertainties often associated with interface properties, a rational approach for engineering purposes is to obtain solutions for the perfectly rough and perfectly smooth cases leading to upper and lower bounds on the full range of interface behavior.
引用
收藏
页码:158 / 162
页数:5
相关论文
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