Dimensional analysis for geotechnical engineers

被引:142
作者
Butterfield, R [1 ]
机构
[1] Univ Southampton, Southampton SO9 5NH, Hants, England
来源
GEOTECHNIQUE | 1999年 / 49卷 / 03期
关键词
computer analysis; dimensional analysis; footings; modelling; sheet-piles; walls;
D O I
10.1680/geot.1999.49.3.357
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Dimensional analysis is an important tool for engineers, aiding the design of experiments and concise expression of the results generated by them. The dimensionless groups, which are the output of a successful dimensional analysis, are usually developed via Buckingham's 'Pi' theorem. Because this alone is a necessary, but not sufficient, condition for a solution, difficulties are frequently encountered, This paper presents a general, dimensional analysis algorithm which imposes both necessary and sufficient conditions. Illustrative problems are included, together with a Mathematica program which generates all possible sets of admissible dimensionless groups for a specific problem.
引用
收藏
页码:357 / 366
页数:10
相关论文
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