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Published in 2018 at "International Journal of Geotechnical Engineering"
DOI: 10.1080/19386362.2018.1549693
Abstract: ABSTRACT An empirical non-dimensional reduction factor has been developed in this paper using 192 laboratory model test results of the previous studies made by authors for a strip foundation supported by sand and subjected to…
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Keywords:
bearing capacity;
foundation;
eccentrically inclined;
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