Results 231 to 240 of about 234,477 (336)
ABSTRACT This study conducts a comprehensive bibliometric analysis of technological innovation in renewable energy for the transport and logistics sector from 1996 to 2024. Using the Web of Science database, we identify three main research phases and map key collaboration networks and technological trends.
Yui‐yip Lau +4 more
wiley +1 more source
Application of CO₂ fracturing blasting in mountain tunnel construction adjacent to existing structures. [PDF]
Li Z +6 more
europepmc +1 more source
Research on the dust transportation law and cyclone air curtain dust control technology of coalface. [PDF]
Zhao X, Wang H, Wang J.
europepmc +1 more source
Blasting effects of cross‐fault deep‐buried excavation on adjacent existing tunnel stability
Based on the theoretical analysis of cylindrical wave propagation in a deep rock mass in the fault with a filling layer, the calculation method of peak particle velocity caused by wave propagation in the existing tunnel is established. The viscoelastic characteristics of a rock mass are examined in the analysis.
Shaobo Chai +5 more
wiley +1 more source
Comparative Evaluation of Caries Removal Efficacy of Ceramic Bur, Polymer Smart Bur, and Conventional Tungsten Carbide Bur in Primary Molars: A Clinical Study. [PDF]
Krishnaveni L +5 more
europepmc +1 more source
In this study, the nonuniform distribution of the bearing pressure in front of the coal wall has been revealed based on in situ monitoring data and numerical simulation results. Therefore, an eccentric compression mechanical model of the coal wall was established to study the deformation and failure characteristics of a coal wall. The slenderness ratio
Maolin Tian +6 more
wiley +1 more source
Stability analysis of deep and large vertical shaft excavation by raise boring machine method through upper soft and lower hard strata. [PDF]
Wang G, Fang Y, Deng F, Ren K, Xu H.
europepmc +1 more source
Upon conceptualization of structural behavior, foundations in terms of their form are divided into linear (1D), planar (2D), and volumetric (3D). Regarding the load transfer mechanisms, linear foundation systems are considered vector‐acting, planar foundations are divided into section and surface‐acting, and volumetric ones are recognized as block ...
Abolfazl Eslami +4 more
wiley +1 more source
The disaster law and control measures of high-stress tunnels in fault areas: a case study. [PDF]
Li W +7 more
europepmc +1 more source

