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A non-linear 3-D finite element analysis of soil failure with tillage tools

✍ Scribed by L. Chi; R.L. Kushwaha

Publisher
Elsevier Science
Year
1990
Tongue
English
Weight
896 KB
Volume
27
Category
Article
ISSN
0022-4898

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Conventional investigations of waves-seabed interaction problems have been only concerned with the soil response due to two-dimensional linear progressive waves over a uniform seabed. However, the effects of non-linear waves which have been reported in the literature may be significantly different.