Theoretical Models for the Borehole Pressure of Air-Decoupled Charge with Discontinuous Interface Conditions

Author:

Wei Haixia1ORCID,Wang Chengzhi2,Zhu Jie3,Yang Xiaolin4ORCID,Chu Huaibao5,Li Dongbing2

Affiliation:

1. Associate Professor, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China (corresponding author). ORCID: .

2. Master’s Student, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China.

3. Doctoral Student, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China.

4. Professor, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China. ORCID: .

5. Professor, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference39 articles.

1. Modeling the failure of rock blocks by blasting a cylindrical charge

2. Calculation methods for peak pressure on borehole wall of contour blasting;Chen M.;Explos. Shock Waves,2019

3. Implicit high order discontinuous Galerkin method for compressible laminar and turbulent flow simulation;Dang Y. B.;Acta Aerodynamica Sin.,2018

4. Study of formation and propagation of shockwave with water-uncouple charge blasting in hole;Du J. L.;Rock Soil Mech.,2003

5. Theoretical analysis on pressure on bore wall of uncouple charge;Du J. L.;J. Xi’an Univ. Sci. Technol.,2007

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