Results 241 to 250 of about 18,231 (303)

Things at Work: How Things Contribute to Performing Work

Journal of Management Studies, EarlyView.
Abstract A crucial question for organizations is what constitutes work performance. While the importance of human competence and motivation to work performance has been established, less well understood is how ‘things’ – such as algorithms, tools, instruments, and raw materials – contribute to work performance.
Jörgen Sandberg, Gloria Dall'Alba, Anna Stephens   +2 more
wiley   +1 more source

Upper bound solution to the support pressure of tunnels excavated in weak Hoek-Brown rock masses. [PDF]

Sci Rep
Bahrami M, Imani M, Fahimifar A.
europepmc   +1 more source

Sublethal Effects of Neonicotinoids: How Physiological and Behavioral Disruptions in Non-Target Insects Threaten Biodiversity and Ecosystem Services. [PDF]

Insects
Spence SK, Alharbi SAM, Ejomah A, Maleki FA, Wolfin MS, Kersch-Becker MF.   +5 more
europepmc   +1 more source

Towards construction of embankment on soft soil: a comparative study of lightweight materials and deep replacement techniques. [PDF]

Sci Rep
Abdrabbo FM, Gaaver KE, Elwakil AZ, Khalifa SA.   +3 more
europepmc   +1 more source

Force analysis of slope reinforced by Frame-Anchor-Support-Structure based on improved horizontal slice method. [PDF]

PLoS One
Fang GW, Guo F, Huang AP.
europepmc   +1 more source

Lawnmower Poetry and the Poetry of Lawnmowers

Critical Quarterly, EarlyView.
Francesca Gardner
wiley   +1 more source

Optimization of Reinforcement Schemes for Stabilizing the Working Floor in Coal Mines Based on an Assessment of Its Deformation State. [PDF]

Materials (Basel)
Akhmatnurov D, Zamaliyev N, Mussin R, Demin V, Ganyukov N, Zagórski K, Skrzypkowski K, Korzeniowski W, Stasica J.   +8 more
europepmc   +1 more source

Study on the mechanical mechanism and control optimization of station subsurface excavation by pile-beam-arch method. [PDF]

Sci Rep
Liu N, Tong X, Jiang Y, Shan R, Li Y.
europepmc   +1 more source

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Influence of Soil-Arching Effect on Tunnel Face Stability

International Journal of Geomechanics, 2021
Abstract Based on the slip line theory and the upper-bound limit analysis theorem, a three-dimensional (3D) slip–rupture mechanism to design the shield tunnel face stability is proposed.
Keqi Liu, Daniel Dias, Wantao Ding, Rui Chen   +3 more
openaire   +2 more sources