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contributor authorXiang Li; Zhuoyao Zhang; Wei Chen; Tubing Yin; Xibing Li
date accessioned2019-03-10T12:20:41Z
date available2019-03-10T12:20:41Z
date issued2019
identifier other%28ASCE%29MT.1943-5533.0002627.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255361
description abstractIn this study, the effect of thermal shock (TS) on the mechanical properties of granite is investigated. Two schemes are performed to provide different cooling rates for the TS processes. Decreasing trend of dry density and P-wave velocity with ascending TS temperatures are observed. The porosity has an increasing trend with ascending TS temperatures. The effects of TS on the mechanical responses are investigated through Brazilian tests on the granite specimens of the cracked straight through Brazilian disc (CSTBD) under Mode I and Mode II loading. Mode I and Mode II fracture toughness values are obtained according to the mechanical tests, and a power relation is proposed to fit the fracture toughness values with respect to TS temperatures. Scanning electron microscope (SEM) is adopted to observe the fracture surfaces of the TS-treated specimens after the tests. Distinct features such as intergranular fracture are identified on the fracture surface of a water-cooled specimen, which indicates material deterioration to a greater extent as compared with that of an air-cooled specimen.
publisherAmerican Society of Civil Engineers
titleMode I and Mode II Granite Fractures after Distinct Thermal Shock Treatments
typeJournal Paper
journal volume31
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002627
page06019001
treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 004
contenttypeFulltext


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