Review on calculation methods for interaction between explosion waves in soil and underground structures

Wang Yu; Gao Kang-hua

doi:10.11883/1001-1455(2015)05-0703-08

Volume 35 Issue 5

Nov. 2015

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Wang Yu, Gao Kang-hua. Review on calculation methods for interaction between explosion waves in soil and underground structures[J]. Explosion And Shock Waves, 2015, 35(5): 703-710. doi: 10.11883/1001-1455(2015)05-0703-08

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Wang Yu, Gao Kang-hua. Review on calculation methods for interaction between explosion waves in soil and underground structures[J]. Explosion And Shock Waves, 2015, 35(5): 703-710. doi: 10.11883/1001-1455(2015)05-0703-08

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Review on calculation methods for interaction between explosion waves in soil and underground structures

doi: 10.11883/1001-1455(2015)05-0703-08

Wang Yu,
Gao Kang-hua^,

State Key Laboratory for Explosion & Impact and Disaster Prevention & Mitigation, PLA University of Science and Technology, Nanjing 210007, Jiangsu, China

Received Date: 2014-04-11
Rev Recd Date: 2014-07-29
Publish Date: 2015-10-10

Abstract

Abstract

The interaction between explosion waves in soil and underground structures is the theory basis of underground protective structures design. Based on the tests, the rational media dynamic constitutive relationships were introduced and the wave propagation problems were solved. The recent advancements of calculation models and analytical methods on the interaction between explosion waves in soil and underground structures were reviewed. They were categorized into three parts: the dynamic constitutive models of soil, the explosion wave propagation in free field and the interaction between blast waves and underground structures such as box-framed structures, circular structures and horseshoe structures. The conventional dynamic constitutive models of unsaturated soil and saturated soil were itemized in details. The integrated elastoplastic dynamic constitutive model for soil was introduced, which can reflect relaxation effects of soil. The research achievements for one-dimensional plane wave propagation in inhomogeneous or layered media and the explosion load for underground structures were emphatically described. The applicable range and main deficiencies of various calculation models and analytical methods were analyzed.
- mechanics of explosion,
- mitigation engineering,
- constitutive model,
- soil,
- explosion wave,
- underground structure,
- interaction

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References(43)

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