Estimation of a preconsolidation pressure in embankment soil resulting from the dynamic consolidation
1998
Olchawa, A. (Instytut Melioracji i Uzytkow Zielonych, Falenty (Poland). Oddzial Zulawski)
The paper presents the results of a study on preconsolidation pressure in embankment soil resulting from the dynamic consolidation. The soil was compacted with gravity hammer of various masses. The results indicate that the values of a preconsolidation pressure depend on hammer mass regardless of energy used for soil compacting
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