Use of “hydrodeformometers” to study the deformation in the face zone of a seam

1968 ◽  
Vol 4 (5) ◽  
pp. 527-528
Author(s):  
A. A. Borisenko ◽  
G. A. Zen'kovich
Keyword(s):  
1977 ◽  
Vol 13 (1) ◽  
pp. 80-82
Author(s):  
I. V. Nedashkovskii ◽  
A. I. Panteleev ◽  
N. I. Voronkov

1993 ◽  
Vol 605 (2) ◽  
pp. 207-213 ◽  
Author(s):  
C. Weiss ◽  
J.F. Disterhoft ◽  
A.R. Gibson ◽  
J.C. Houk

1982 ◽  
Vol 25 (3) ◽  
pp. 348-356
Author(s):  
James P. Bowman

Afferents present in the distal hypoglossal nerve of the rhesus monkey include fibers derived from lingual muscle spindles. Using the evoked-potential technique in rhesus monkeys, the objective of this study was to determine whether the medial lemniscus (ML) represents the rostral projection path for hypoglossal afferent information. Responses evoked by low-intensity stimulation of the XIIth nerve were recorded with bipolar macroelectrodes at medullary, pontine, and midbrain levels in pentobarbital or urethane anesthestized animals. Results indicate that fibers related to XIIth nerve afferents ascend in association with the contralateral ML. This projection mediates the contralateral thalamic and cerebrocortical potentials shown in previous studies to be evoked bv XIIth nerve stimuli. The role this projection may play in tongue sensorimotor function is discussed. Results also demonstrate the presence of contralateral responses in the medial portion of the pontine reticulotegmental nucleus. These medially located potentials were isolated from responses evoked from the ML bv intervening unresponsive electrode tracks suggesting that a component of the lemniscal projection may terminate in the "face zone" of this precerebellar relay nucleus.


1998 ◽  
Vol 71 (2) ◽  
pp. 237-240
Author(s):  
A. V. Kosterin ◽  
P. N. Lebedev ◽  
E. V. Skvortsov
Keyword(s):  
The Face ◽  

1979 ◽  
Vol 15 (5) ◽  
pp. 437-442
Author(s):  
Yu. V. Gromov ◽  
V. P. Kruglikov ◽  
V. G. Karmanov

2021 ◽  
Vol 264 ◽  
pp. 03022
Author(s):  
Aleksandra Bestuzheva ◽  
Dimitri Gadai

At present, over 600 dams with a reinforced concrete face are built worldwide; 7 of them are higher than 200 m. However, most of these dams have an inherent disadvantage – face cracking [1, 2, 3], caused by face deformations resulted from the difference in deformation properties of the face and downstream toe. To solve this problem, the authors consider the arrangement of a massive stone-concrete face zone.


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