Financial support for this work is provided by National Natural Science Foundation of China:52074301 and Supported by Key projects of National Natural Science Foundation of China:51934001.
Blasting test research was conducted on iron ore specimens with variable line density charging structures.Computer tomography(CT),digital image processing,and three-dimensional model reconstruction techniques were use...
supported by the National Natural Science Foundation of China(U2240221 and 52379105);the Sichuan Youth Science and Technology Innovation Research Team Project(2020JDTD0006)。
Landslides are one of the geological disasters with wide distribution,high impact and serious damage around the world.Landslide risk assessment can help us know the risk of landslides occurring,which is an effective w...
the financial support by the National Natural Science Foundation of China(NSFC)(52178324).
Bench blasting is commonly used in open-pit mining.Some design parameters such as positions of hole packing and caving holes have great influences on the blasting effects.In this work,with a hybrid discrete-finite ele...
supported by the National Natural Science Foundation of China(No.52204101);the Natural Science Foundation of Shandong Province(No.ZR2022QE137);Open Project of State Key Laboratory for Geomechanics and Deep Underground Engineering in CUMTB(No.SKLGDUEK2023);the note(No.YDZX2022141)are gratefully acknowledged.
During the construction and operation of a pumped storage power station in an abandoned mine,the soft rockcoal body structure,comprising the roof and the residual coal pillars,encounters a complex stress environment c...
supported by the National Science Foundation for Distinguished Young Scholars of China(Grant No.52025091);the Taishan Scholars Program(NO.tsqn202312192);the Youth Innovation Team of Shandong Higher Education Institutions(2022KJ214)。
For solving the computationally intensive problem encountered by the discrete element method(DEM)in simulating large-scale engineering problems,it is essential to establish a numerical model that can effectively simul...
supported by the National Natural Science Foundation of China(Grant No.42207176 and 52278402);Ningbo Public Welfare Research Program Project(Grant No.2023S100);Ningbo Natural Science Foundation(Grant No.2022J116);China's National Key R&D Program“Intergovernmental International Science and Technology Innovation Cooperation”(Grant No.2024YFE0105800).
A simplified two-stage method was employed to provide an explicit solution for the time-dependent tunnel-rock interaction,considering the generalized Zhang-Zhu strength criterion.Additionally,a simplified mechanical m...
Bimrocks are characterized by their geotechnically significant blocky structure,presenting complex shear behavior.This study investigates the shear behavior and dilatancy of bimrocks featuring a rock-like matrix,such ...
supported by China Scholarship Council(CSC,No.202108050072).
With the growing prominence of recycling projects of groundwater,the attention towards subsidence concerns in geological formations is intensifying.However,due to the long evolutionary time and complex underground dis...
supported by the Postdoctoral Fellowship Program of CPSF under Grant Number GZB20240556.
In this study,laboratory testing and numerical simulation methods are used to investigate the mechanical behavior and perform fracture prediction of a novel high-strength and high-toughness steel with a negative Poiss...
funded by the China Scholarship Council(CSC.202006220274).
Cyclic shear tests on rock joints serve as a practical strategy for understanding the shear behavior of jointed rock masses under seismic conditions.We explored the cyclic shear behavior of en-echelon and how joint pe...