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- W2380665206 abstract "The weak intercalations in rock mass are the most important boundaries controlling rock mass stability. Because the thickness of weak intercalations is just about a few micrometers to centimeters, insitu tests of weak intercalations under saturated conditions are difficult to carry out in the field. The engineering properties of weak intercalations are not only related to the environmental conditions (such as ground stress, ground water, etc.), but also to their genesis, clay grain and clay mineral, etc. However, for the weak intercalations with the same genesis, same clay mineral and similar clay grain content, their physical and mechanical parameters should be related to the compressive stresses on them. By laboratory simulation test, the weak intercalation studied in this paper presented successive change of dehydration, compaction and consolidation under saturated conditions. The main physical indices and mechanical parameters were mainly influenced by compressive stresses. For the weak intercalations existing in deep rock mass, where insitu tests are difficult to carry out, the laboratory simulation test in this paper provides a new way to evaluate their engineering geological properties." @default.
- W2380665206 created "2016-06-24" @default.
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- W2380665206 date "2003-01-01" @default.
- W2380665206 modified "2023-09-25" @default.
- W2380665206 title "Study on laboratory simulation of the engineering geological properties of weak intercalation" @default.
- W2380665206 hasPublicationYear "2003" @default.
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