Results 191 to 200 of about 358,496 (277)
Thermal and Mechanical Performance of Steel Slag and Graphite Modified Concrete with a Comparative Engineering Cost Assessment. [PDF]
Shan H, Cong Y, Zhang Y, Yang Z, Tan 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
Performance of typical structural components in basement-addition for existing building. [PDF]
Zhao P, Qiu Y, Wang Z, Guo P.
europepmc +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
High-Titanium Slag Concrete with Multiscale Pores: Enhanced Explosive Stress Wave Dissipation for Underground Defense. [PDF]
Gao W, Wang M, Sun J.
europepmc +1 more source
Underground Construction Technology in Japan
identifier:oai:t2r2.star.titech.ac.jp ...
openaire
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
SADQN-Based Residual Energy-Aware Beamforming for LoRa-Enabled RF Energy Harvesting for Disaster-Tolerant Underground Mining Networks. [PDF]
Anabi HK, Frimpong S, Madria S.
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

