Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Mohsen Ghadrdan"'
Publikováno v:
Géotechnique Letters. 10:20-29
Generation of negative excess pore-water pressure (NEPWP) due to the excavation of saturated soils under undrained conditions and the dissipation that follows over time may result in different short- and long-term slope instability. The NEPWP generat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c093c50fcbcaf176c5f77a378819a2b4
https://doi.org/10.1680/jgele.19.00040
https://doi.org/10.1680/jgele.19.00040
Publikováno v:
Bulletin of Engineering Geology and the Environment. 79:3087-3104
In this study, permeabilities of Victorian Brown Coal (VBC) as an Australian soft rock are determined for a range of depths of a continuous coal seam located at the batter crest of the Yallourn brown coal open-cut mine in Victoria, Australia, by impl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b280c2ccfd735361f3dffb74427a85c6
https://doi.org/10.1007/s10064-019-01715-8
https://doi.org/10.1007/s10064-019-01715-8
Publikováno v:
Geomechanics and Geophysics for Geo-Energy and Geo-Resources. 7
The stability of slopes directly affects human lives, the environment, and the economy. Inaccurate geological profiles within numerical slope stability models can lead to potentially catastrophic consequences when model conditions do not appropriatel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::390c6ac012f5dc5c388a0a46c197e1d5
https://doi.org/10.1007/s40948-020-00189-3
https://doi.org/10.1007/s40948-020-00189-3
Publikováno v:
Geomechanics and Geophysics for Geo-Energy and Geo-Resources. 6
Due to the spatial variability of material characterisations in deep and large scale excavations, stability assessment is often a challenging task. Numerous slope stability analysis methods based on a range of assumptions and principles are implement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6b1e8a0f254d483afcfb6f737aa947b
https://doi.org/10.1007/s40948-020-00186-6
https://doi.org/10.1007/s40948-020-00186-6
Autor:
Zhan Tang, Mojtaba Karami, Ashley P. Dyson, Tahereh Shaghaghi, Mohsen Ghadrdan, Ali Tolooiyan
Publikováno v:
Engineering Geology. 287:106096
Menard pressuremeter testing has been widely used in geotechnical engineering applications for 40 years and is an important technique in determining in-situ horizontal stress distributions. In this study, Menard pressuremeter testing is combined with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b21f5edc1e8bda403f81b98193e5646e
https://doi.org/10.1016/j.enggeo.2021.106096
https://doi.org/10.1016/j.enggeo.2021.106096
Publikováno v:
Simulation Modelling Practice and Theory. 105:102167
The reliable assessment of the stability of saturated slopes becomes a challenging task when slopes are consisting of discontinuous materials and containing pre-existing joints. The discontinuous nature of the slopes’ material could increase the ov
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5f9b8ad6a6fa232923389beef79f86f
https://doi.org/10.1016/j.simpat.2020.102167
https://doi.org/10.1016/j.simpat.2020.102167
Publikováno v:
Simulation Modelling Practice and Theory. 103:102110
The reliable and optimised design of a drainage system for saturated slopes is often a challenging geotechnical task. Such a task becomes even more challenging when a slope contains pre-existing joints and discontinuities. In saturated and semi-satur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1bef473559a7ba2bd6a14eb6457f2f2
https://doi.org/10.1016/j.simpat.2020.102110
https://doi.org/10.1016/j.simpat.2020.102110
Autor:
Gh. Tavakoli Mehrjardi, Andrew Dawson, S.N. Moghaddas Tafreshi, Tahereh Shaghaghi, Mohsen Ghadrdan
Publikováno v:
Geotextiles and Geomembranes. 43:332-344
Multiple layers of geosynthetic reinforcement, placed below foundations or in the supporting layers of road pavements, can improve section performance through several mechanisms, leading to reduction in stresses and deformations. This paper aims to p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7ddc164f9147547ab6d1b7fdbf2d4dcf
https://doi.org/10.1016/j.geotexmem.2015.04.006
https://doi.org/10.1016/j.geotexmem.2015.04.006
Publikováno v:
Computers and Geotechnics. 68:1-7
Among the various numerical simulating constitutive models for geomaterials, the constitutive models which formulated within multilaminate framework have an excellent position. The major advantage of these models is because of its simplicity of worki
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d82147c1eaf34a98e6fa2dc8638ae94e
https://doi.org/10.1016/j.compgeo.2015.03.008
https://doi.org/10.1016/j.compgeo.2015.03.008
Publikováno v:
Geotechnical Testing Journal. 42:20170279
The detection of joints and discontinuities is of particular importance to the stability of a broad range of geostructures, including slopes and underground and open-pit mines. As a common example, the mechanical response of soft rocks observed withi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a554c15cf00a504a10c8cf570f183a53
https://doi.org/10.1520/gtj20170279
https://doi.org/10.1520/gtj20170279