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- W2386054063 abstract "Shallow-buried circular structures under surface blasting were investigated by using Tsinghua University 50 g-t geotechnical centrifuge,and the dynamic responses of structures were studied under the conditions of different explosive charges,different buried depths of structures,different materials of overburden layer and different water contents of soil. The results showed that:(1) The crater ejecta significantly affected by the Coriolis acceleration;(2) The peak strain at the bottom of the structure was about one third of that at the top part; (3) The more water the soil layer contained,the greater the strain response of the structure was;(4) The sandy soil as covering material was helpful to the blast-resistant of structure. These results can provide references to reinforcement of existing structure and design of underground structures." @default.
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- W2386054063 date "2010-01-01" @default.
- W2386054063 modified "2023-09-29" @default.
- W2386054063 title "CENTRIFUGAL MODEL TESTS FOR RESPONSES OF SHALLOW-BURIED UNDERGROUND STRUCTURES UNDER SURFACE BLASTING" @default.
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