Numerical Investigation of the Behavior of Strip Footings under Large Eccentric Loads
In this paper, numerical computations using the FLAC code are carried out to investigate of the behavior the bearing capacity of strip footings embedded in sandy soil and under large eccentric vertical load conditions. The study focuses on an evaluation of the non-dimensional reduction factor (RF),...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2019-09-01
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| Series: | Slovak Journal of Civil Engineering |
| Subjects: | |
| Online Access: | http://www.degruyter.com/view/j/sjce.2019.27.issue-3/sjce-2019-0019/sjce-2019-0019.xml?format=INT |