Rocscience Slide 7.0 Full

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Received on: May 30, 2020 10:25
Slide2
Epicyclic Extension
The slide is in a state of antifriction, with all mated slide teeth pointing in the right direction and no loss of slide capacity or adhesion. The legs of the slide now move at constant speed and pull on the tensile member. The tensile member is subjected to an axial component of load, and an out-of-plane component of load acting in the same plane as the slide load. The slide’s mated teeth are pushed apart at the same time as the tensile member tension increases. The slide then ramps down the slide angle until the tensile member sees a shear strength equal to the slide adhesion. The mated teeth now move at a constant speed and exert a circumferential traction component and friction on the tensile member.
Slide2.2
Cyclic Extension
The slide is initially in a state of antifriction and traction. The earth pressure at the face is less than the tensile member yield strength, and the tensile member remains in tension. During this time the slide remains in traction, with constant slide rate. When the slide angle reaches a value defined by the slide angle at the point of greatest shear strength, and the tensile member sees a shear strength equal to the slide adhesion, the slide begins to cycle. The slide then ramps up the slide angle until the tensile member sees a shear strength equal to the slide adhesion. The slide now ramps down the slide angle, exerting traction on the tensile member, until the tensile member sees a shear strength equal to the slide adhesion.
The Slide 2.2
Epicyclic extension is now observed. The cycle is now still occurring. The tensile member undergoes a shear strain, in the same plane as the plane of friction, greater than the tensile member yield strength. If the cycle continues with a constant slide rate, the tensile member would fail. The tensile member would then be loaded in tension until a shear failure occurs, at which point the tensile member would stop exerting any tensile load on the face. The slide would then continue sliding at the same value as before the shear failure.
Loading of the tensile member could be any axial loading, or the tensile member could be traction-only. If a tensile member http://demo.funneldrivenroi.com/council/upload/files/2022/06/mVmG9oUDVXL6PCaRYgeR_07_044ca92ad3ed715e8a7494cc1c5d7fa3_file.pdf

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