supported by the National Natural Science Foundation of China-Liaoning Joint Fund Key Project(Grant No.U1908222);the National Natural Science Foundation of China Youth Science Fund(Grant No.52104087).
In current practice of bolt reaming and anchoring of roadways in soft coal and rock mass,resin cartridges bend easily under the strong pushing and stirring of bolts,and the resin accumulates in the bolt-reamed area an...
provided by the National Natural Science Foundation of China(52074300);the Program of China Scholarship Council(202206430024);the National Natural Science Foundation of China Youth Science(52104139);Yueqi Young Scholars Project of China University of Mining and Technology Beijing(2602021RC84);Guizhou province science and technology planning project([2020]3007,[2020]3008)。
The deep mining of coal resources is accompanied by severe environmental challenges and various potential engineering hazards.The implementation of NPR(negative Poisson's ratio)bolts are capable of controlling large d...
Designing a rock reinforcement element requires knowledge of:geomechanical behaviour,interaction of the reinforcement element with rock mass and the element’s mechanistic response in static and dynamic environments.U...
the National Natural Science Foundation of China(Grant Nos.52208404 and 52378411).
Using fiberglass bolts to reinforce a tunnel face is a practical auxiliary technology for ensuring tunnel face stability in soft ground.The reinforcing effect and the economics of this technology are significantly aff...
funding support from the Fundamental Research Funds for the Central Universities(Grant No.2023JBZY024);the National Natural Science Foundation of China(Grant Nos.52208382 and 52278387).
To investigate the interaction of the bolt-reinforced rock and the surface support,an analytical model of the convergence-confinement type is proposed,considering the sequential installation of the fully grouted rockb...
This study was supported by the National Natural Science Foundation of China(Grant Nos.51978500 and 51538002).
The derivation and validation of analytical equations for predicting the tensile initial stiffness of threadfixed one-side bolts(TOBs),connected to enclosed rectangular hollow section(RHS)columns,is presented in this ...
supported by the National Natural Science Foundation of China (41941018);the Foundation of State Key Laboratory for Geomechanics and Deep Underground Engineering (SKLGDUEK 2217);the Foundation of Collaborative Innovation Center for Prevention and Control of Mountain Geological Hazards of Zhejiang Province (PCMGH-2022-03).
Rockburst disasters occur frequently during deep underground excavation,yet traditional concepts and methods can hardly meet the requirements for support under high geo-stress conditions.Consequently,rockburst control...
Confining stresses serve as a pivotal determinant in shaping the behavior of grouted rock bolts.Nonetheless,prior investigations have oversimplified the three-dimensional stress state,primarily assuming hydrostatic st...
co-supported by the National Commercial Aircraft Manufacturing Engineering Innovation Fund,China(No.COMAC-SFGS-2-22-1816);Shaanxi Province Key Research and Development Program Projects,China(No.2022GXLH-02025);Shaanxi Province 100 Scientific and Technological Achievements Transformation Action Projects,China(No.2021CGBX-11)。
As the controlled research of Dynamic Installation(DI)and Static Installation(SI),a new interference installation method was developed based on electromagnetic loading to enhance the mechanical properties of composite...