the financial support from the National Natural Science Foundation of China(Grant no.51974360)for carrying out this research work.
In the present study,a numerical model is first calibrated against the crack networks and pressure attenuation data in laboratory blasting test.Then,based on the calibrated numerical model,two-hole plane models are de...
supported by the National Natural Science Foundation of China(Grant Nos.52079102,52279108);the Major Science and Technology Projects of Sanya Yazhou Bay Science and Technology City Administration,China(Grant No.SKJC-KJ-2019KY02).
The spatial distribution of underground tunnels is significant to the stress redistribution in the surrounding rock masses and blast wave propagation.The field blasting tests were first carried out to study the propag...
supported by the Open-end Fund of Key Laboratory of New Technology for Construction of Cities in Mountain Area(LNTCCMA-20210108);the National Natural Science Foundation of China(5108098,51908387);the Chongqing Municipal Construction Investment(Group)Co.,Ltd.Joint Technical Issues(CQCT-JSA-GC-2021-0138);the Chongqing Natural Science Fund General Project(cstc2020jcyj-msxmX0904);the Chongqing Talents:Exceptional Young Talents Project(cstc2021ycjh-bgzxm0246);the China Postdoctoral Science Foundation-General Project(2021M693739);the Chongqing Outstanding Youth Science Fund Project(2022NSCQ-JQX1224);the Chongqing University of Science&Technology Graduate Innovation Program Project(YKJCX2120613);the Special Funding for Postdoctoral Research Projects in Chongqing(2021XM2019).
To determine the influence of key blasthole parameters on tunnel overbreak during blasting construction,an intelligent detection sys-tem for tunnel blasting construction is independently developed.And the key blasthol...