Results 191 to 200 of about 2,759,873 (338)
Experimental and constitutive modeling investigations on marble in Jinping Underground Laboratory
The objective of this study is to reveal the underlying mechanisms behind the brittle‐ductile transition of the marble through a combination of experimental research and constitutive modeling. A series of triaxial compression and triaxial cyclic loading tests are conducted.
Susheng Wang +3 more
wiley +1 more source
Structural optimization of the excavator boom under extreme working conditions using EDEM-ADAMS coupled simulation. [PDF]
Wu H, Ding X, Liu G, Zhu X, Wang H.
europepmc +1 more source
The permeability variation of rocks during complete stress–strain processes was investigated. A mathematical model describing the influence of rock damage on permeability was constructed. The permeability–stress relationship between soft rock and hard rock was proposed.
Zhen Huang +6 more
wiley +1 more source
Strain‐based modeling and analysis for rock blasting and geomechanics applications
This paper introduces a novel strain‐based modeling approach for blasting and geomechanical applications, using measurable variables like particle velocity, strain, and displacement. By bypassing complex constitutive relations, strain‐based models capture critical blasting trends and full‐blast design parameters with minimal calibration.
Ruilin Yang
wiley +1 more source
Optimization of blasting for high-efficiency and low-damage drivage of large-section production drifts in block caving. [PDF]
Yan S, Jian X, Li X, Feng X, Li G.
europepmc +1 more source
In this work, we propose an improved particle swarm optimization (PSO) algorithm and develop an improved PSO‐relevance vector machine (RVM) model as a substitute for traditional true‐triaxial testing. The model's high prediction accuracy was validated through comparisons with two other machine learning methods and five three‐dimensional Hoek–Brown type
Qi Zhang +4 more
wiley +1 more source
Effect of minimal intervention on carious lesions in primary teeth. An Umbrella review. [PDF]
Padilla-Cáceres TC +12 more
europepmc +1 more source
Abstract One of the significant challenges faced in shield tunnel construction is the risk of collapse resulting from abrupt changes in soil conditions in advance of the working face, particularly within the sandy cobble stratum. This study aims to effectively manage these sudden variations and to further investigate the failure mechanisms associated ...
Hua Jiang +4 more
wiley +1 more source
The stress-strain analysis of the entire construction process of underground diaphragm wall based on self-sensing FRP bar monitoring. [PDF]
Li J, Shi Q, Xu S, Sun K, Liu Y.
europepmc +1 more source

