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Thematische Bibliographien / Effet Mohr

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Zeitschriftenartikel

Auswahl der wissenschaftlichen Literatur zum Thema „Effet Mohr“

Autor: Grafiati

Veröffentlicht am 24. Mai 2025

Zuletzt aktualisiert am 31. Mai 2025

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Zeitschriftenartikel zum Thema "Effet Mohr"

1

Uchiyama, Kandai, Sho Otsuka, and Seiji Nakagawa. "Effect of cortical activity enhancement on medial olivocochlear reflex." Journal of the Acoustical Society of America 154, no. 4_supplement (2023): A239. http://dx.doi.org/10.1121/10.0023404.

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The medial olivocochlear reflex (MOCR) is reported to protects the inner ear from acoustic overexposure. It has been shown that MOCR by fluctuations in cognitive function, e.g., attention and expectation. However, the mechanism by which the cortical cognitive processing modulates MOCR has not been clarified. To investigate this mechanism, we compared the variability of cortical activity and MOCR after a mental calculation task that demands widespread cortical network activities. Cortical activity was assessed by measuring slow vertex response (SVR). Although MOCR strength and SVR amplitude did

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2

Ip, Chi F., William D. Hibler, and Gregory M. Flato. "On the effect of rheology on seasonal sea-ice simulations." Annals of Glaciology 15 (1991): 17–25. http://dx.doi.org/10.3189/1991aog15-1-17-25.

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A generalized numerical model which allows for a variety of non-linear rheologies is developed for the seasonal simulation of sea-ice circulation and thickness. The model is used to investigate the effects (such as the role of shear stress and the existence of a flow rule) of different rheologies on the ice-drift pattern and build-up in the Arctic Basin. Differences in local drift seem to be closely related to the amount of allowable shear stress. Similarities are found between the elliptical and square cases and between the Mohr-Coulomb and cavitating fluid cases. Comparisons between observed

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3

Ip, Chi F., William D. Hibler, and Gregory M. Flato. "On the effect of rheology on seasonal sea-ice simulations." Annals of Glaciology 15 (1991): 17–25. http://dx.doi.org/10.1017/s0260305500009496.

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A generalized numerical model which allows for a variety of non-linear rheologies is developed for the seasonal simulation of sea-ice circulation and thickness. The model is used to investigate the effects (such as the role of shear stress and the existence of a flow rule) of different rheologies on the ice-drift pattern and build-up in the Arctic Basin. Differences in local drift seem to be closely related to the amount of allowable shear stress. Similarities are found between the elliptical and square cases and between the Mohr-Coulomb and cavitating fluid cases. Comparisons between observed

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4

Volkova, N. V., M. I. Belousova, S. D. Tyurin, and E. D. Kupriyanova. "Selection of optimal conditions for the spectrophotometric determination of phosphorus in archaeological finds made of cast Iron using reducing agents - ascorbic acid and Mohr salt." Proceedings of the Southwest State University. Series: Engineering and Technology 14, no. 4 (2024): 153–66. https://doi.org/10.21869/2223-1528-2024-14-4-153-166.

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Purpose of research. The aim of the work was to select conditions for the quantitative spectrophotometric determination of phosphorus in archaeological finds made of Iron using reducing agents - ascorbic acid and Mohr salt.Methods. A fragment of a cast-iron object discovered during archaeological excavations in the Salovsky settlement on the territory of the Penza region was chosen as the object of research. Reagent preparation and spectrophotometric analysis of phosphorus content were carried out in accordance with GOST 2604.4-87 Alloyed cast iron. Methods for the determination of phosphorus.

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5

Djebbar, R., S. B. Beale, and M. Sayed. "Numerical Study of Two-Phase Granular Flow for Process Equipment." Journal of Pressure Vessel Technology 122, no. 4 (2000): 462–68. http://dx.doi.org/10.1115/1.1310366.

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This paper reports on a research program of modeling multi-phase granular flow. Both single-phase granular flow and two-phase liquid/granular flow in a pressure vessel were considered. For the latter case, detailed results based on a viscous/Mohr-Coulomb closure were compared to existing formulations. Idealized test cases indicated that the numerical procedure is sound. Subsequent simulations of two-phase flow using realistic geometries and boundary conditions showed that the pressure distribution in the solid phase is fundamentally different for the Mohr-Coulomb system than for the convention

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6

Jiang, J. C., R. Baker, and T. Yamagami. "The effect of strength envelope nonlinearity on slope stability computations." Canadian Geotechnical Journal 40, no. 2 (2003): 308–25. http://dx.doi.org/10.1139/t02-111.

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Engineering analysis of slope stability includes three separate but interrelated phases: (a) experimental strength measurements, (b) determination of a strength envelope that best fits the experimental results, and (c) formal limiting equilibrium analysis using the resulting strength envelopes. Studying the interrelations between these phases leads to an integrated approach to slope stability analysis. The present work uses a single experimental database that is fitted with both linear (MohrCoulomb) and nonlinear failure envelopes and investigates the effect of different forms of the failure

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7

Hakim, Abi Maulana, Samira Albati Kamaruddin, Andhika Sahadewa, Ramli Nazir, and Haris Eko Setyawan. "Effect of Grain Size Distribution on Shear Strength Characteristic of Random Fill Material at Keureuto Dam, Indonesia." Key Engineering Materials 970 (December 15, 2023): 151–56. http://dx.doi.org/10.4028/p-h30laq.

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Earth-fill dams are commonly constructed by composing different geomaterials to optimally utilize local natural resources. In Indonesia, random fill materials are frequently used as a major composition in dam construction. The term random fill material originated from its broad range of grain size. Grain size distribution influences shear strength characteristics of geomaterials. There are 2 shear strength equations to model the behavior of fill material, i.e., linear Mohr-Coulomb and non-linear power curve. Two series of large scale in situ direct shear tests were performed at Keureuto Dam, I

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8

Wang, Yarlong. "The effect of a nonlinear Mohr–Coulomb criterion on borehole stresses and damage-zone estimate." Canadian Geotechnical Journal 31, no. 1 (1994): 104–9. http://dx.doi.org/10.1139/t94-011.

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To investigate the possible error introduced by the assumption of a linear Mohr–Coulomb criterion on the stress distribution near a circular opening, a numerical approach is used to calculate both the damage-zone radius and the stresses near a circular opening. A general solution procedure for the stress calculation under a uniform far-field loading is presented and a closed-form solution for the near-opening stresses is given for a cohesionless medium. Based on the numerical results calculated, it is concluded that the linear assumption is acceptable for a strong rock with an unconfined compr

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9

Deng, Shuxin, Yonglai Zheng, Lipo Feng, Le Van Tuan, Cuizhou Yue, and Zhuorui Wu. "Analysis of plastic zones in surrounding rocks around a circular tunnel considering the effect of intermediate principal stress and heterogeneity." MATEC Web of Conferences 275 (2019): 03007. http://dx.doi.org/10.1051/matecconf/201927503007.

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Based on a modified Mohr-Coulomb criterion with a non-uniform coefficient, a calculation method of plastic zone boundary of surrounding rocks in a circular tunnel in non-uniform stress field is established. Both the effects of intermediate principal stress and heterogeneity are studied. With the increase of the intermediate principal stress, the plastic zone size of the surrounding rocks will decrease first and then increase. Lateral pressure coefficient has an effect on the shape of the plastic zone. With the increase of lateral pressure coefficient, the plastic zone gradually becomes uniform

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10

Liu, Yong, Jie Wang, Zhi Jun Zhang, and Rong Gui. "Effect on Tailing Dam Stability of Rainfall Infiltration." Advanced Materials Research 842 (November 2013): 777–81. http://dx.doi.org/10.4028/www.scientific.net/amr.842.777.

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Flow-deformation coupled unsaturated soil model is built based on rainfall infiltration condition and modified Mohr-Coulomb failure criterion according to modeling a tailing dam with ABAQUS software. A few conclusions are obtained by adopting proper hydraulic curve soil water characteristic curve and compared with actually measures data. Studies yields provide foundations for simulation analysis on tailing dam on the condition of rainfall infiltration.

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