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- W2383464746 abstract "Research on failure of soft stratum of rolled compacted concrete(RCC) is an important aspect of stability of high RCC dam.Six kinds of specimens with different interfaces were investigated by wedge splitting method.Initial load of RCC surface was obtained by electrometric method,and then double K fracture parameters were determined.It is indicated that ratio of initial fracture parameter and unsteady fracture parameter Phini/Phun is 57.7%-74.2%.It is shown that the approach of construction joint or old joint after RCC final set is the most efficient among the six cases,and its fracture parameter is the biggest among them.Its propagation path is sinuous,and the failure surface is relief." @default.
- W2383464746 created "2016-06-24" @default.
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- W2383464746 date "2007-01-01" @default.
- W2383464746 modified "2023-09-25" @default.
- W2383464746 title "Experimental research on tensile failure process in rolled compacted concrete layer" @default.
- W2383464746 hasPublicationYear "2007" @default.
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