Results 91 to 100 of about 1,050 (161)
Kallioankkuroitujen maatuulivoimalaperustusten globaali stabiliteetti
As the size and amount of wind turbines is increasing it is important to find more efficient solutions in designing their foundations. The rock anchored foundations offer reduced costs when compared to other foundation types when applicable.
Eskelin, Juuso
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Underground SpaceThe initial water content significantly affects rock mechanics, especially with swelling minerals. However, the effects of initial water content on the mechanical properties and failure mode of sulfate rocks remain unclear.
Li Yu +6 more
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Analysis of a rock slide stabilized with a toe-berm: A case study in British Columbia, Canada
, 2004 Practical experience has shown that slope movement can be controlled by the placement of a berm near the toe of the moving mass. During construction of the Revelstoke project (British Columbia, Canada), excavation of a large highway rock cut triggered ...
Corkum, AG, Martin, CD
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Rock wedge stability is a common concern in underground excavations. Since the wedge stability influences the support design, it is important to use a wedge stability analysis method that can capture factors like excavation geometry, joint parameters and
Nordh, Vilma
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Kuwait Journal of Science, 2019 In this paper, the strain rate equation of a rock sample end block unit was obtained during the transient unloading process. The strain rate reached a 101 s-1 magnitude, indicating that the rock sample had an obvious dynamic effect according to the ...
Hongyun Yang +6 more
doaj
Ayrık eleman metodu kullanılarak süreksizlik içeren kayaların üç boyutlu sayısal modellenmesi.
, 2008 Shear strength characterization of discontinuities is an important concept for slope design in discontinuous rocks. This study presents the development of a methodology for implementing Barton-Bandis empirical shear strength failure criterion in three ...
Koçal, Arman
core
Dominant factors and prediction model of toppling collapse for steep cliffs in strong earthquake zones. [PDF]
Sci RepZhang P +4 more
europepmc +1 more source
Study on crack propagation law of overlying strata in the process of small coal pillar mining in inclined extra-thick coal seam. [PDF]
Sci RepLu W, Zhao P, Jin Q, Jin H, Li S, Bai J.
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Three dimensional numerical modelling of discontinuous rocks by using distinct element method
, 2008 Shear strength characterization of discontinuities is an important concept for slope design in discontinuous rocks. This study presents the development of a methodology for implementing Barton-Bandis empirical shear strength failure criterion in three ...
ARMAN KOÇAL
core
Using physical model test and numerical simulation for revealing the mechanism of stope collapse: a case study. [PDF]
Sci RepZhang R, Xie C, Chen J.
europepmc +1 more source