Model tests for studying the failure mechanism of dry granular soil slopes
The aim of this study is to investigate the behavior of sandy soil that has collapsed due to slope failures as well as to examine the influence area resulting from the failure. A model slope composed of three sections was employed to perform tests. The tests were conducted on various combinations of...
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Veröffentlicht in: | Engineering geology 2011-04, Vol.119 (1), p.51-63 |
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Sprache: | eng |
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