Zobrazeno 1 - 10
of 205
pro vyhledávání: '"M.S. Diederichs"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 11, Iss 4, Pp 701-722 (2019)
Deep underground excavations within hard rocks can result in damage to the surrounding rock mass mostly due to redistribution of stresses. Especially within rock masses with non-persistent joints, the role of the pre-existing joints in the damage evo
Externí odkaz:
https://doaj.org/article/6e04ab5881b4456f8c3020c3d3447396
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 3, Pp 436-456 (2018)
The main objective of this paper is to examine the influence of the applied confining stress on the rock mass modulus of moderately jointed rocks (well interlocked undisturbed rock mass with blocks formed by three or less intersecting joints). A synt
Externí odkaz:
https://doaj.org/article/f81880f86add49de88c08535472c22a2
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 8, Iss 2, Pp 147-163 (2016)
With the scale and cost of geotechnical engineering projects increasing rapidly over the past few decades, there is a clear need for the careful consideration of calculated risks in design. While risk is typically dealt with subjectively through the
Externí odkaz:
https://doaj.org/article/2202561bc57e4940a53dc3298043f933
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 6, Iss 6, Pp 506-521 (2014)
A grain-based distinct element model featuring three-dimensional (3D) Voronoi tessellations (random poly-crystals) is proposed for simulation of crack damage development in brittle rocks. The grain boundaries in poly-crystal structure produced by Vor
Externí odkaz:
https://doaj.org/article/07067facd84d41c1b374f2c5e7660dcb
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 6, Iss 6, Pp 522-534 (2014)
With respect to constitutive models for continuum modeling applications, the post-yield domain remains the area of greatest uncertainty. Recent studies based on laboratory testing have led to the development of a number of models for brittle rock dil
Externí odkaz:
https://doaj.org/article/c0231a958b7e4f2f9cdacc5b32a39dfa
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 6, Iss 6, Pp 546-564 (2014)
Due to advances in numerical modelling, it is possible to capture complex support-ground interaction in two dimensions and three dimensions for mechanical analysis of complex tunnel support systems, although such analysis may still be too complex for
Externí odkaz:
https://doaj.org/article/e8f76156ad1346a2be67e48fb92420e7
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 2, p 382 (2017)
Externí odkaz:
https://doaj.org/article/3c90fd8fcc1147149feef69ee0bde2f6
Publikováno v:
Expanding Underground-Knowledge and Passion to Make a Positive Impact on the World ISBN: 9781003348030
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7720969c2a9d59bf3f066a89ee335bbd
https://doi.org/10.1201/9781003348030-410
https://doi.org/10.1201/9781003348030-410
Akademický článek
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Autor:
C.P. Fischer, M.S. Diederichs
Publikováno v:
The Evolution of Geotech-25 Years of Innovation ISBN: 9781003188339
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::148842509b65741b0dafbfcb29e66a52
https://doi.org/10.1201/9781003188339-66
https://doi.org/10.1201/9781003188339-66