Study on Creep Characteristics of Cemented Waste Rock Backfills

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Study on Creep Characteristics of Cemented Waste Rock Backfills

Slip instability and tensor instability are two kinds of failure modes of cemented waste rock backfills. In order to simulate the creep characteristics of cemented waste rock backfills, PFC was carried out. The results show that: rocks inside the models will have displacement under load. The expansion is caused by large lateral displacement of the rocks. A non-stationary creep model of cemented...

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ژورنال

عنوان ژورنال: The Open Civil Engineering Journal

سال: 2015

ISSN: 1874-1495

DOI: 10.2174/1874149501509010957