Zobrazeno 1 - 10
of 59
pro vyhledávání: '"Paul Simms"'
Publikováno v:
Soils and Foundations, Vol 62, Iss 6, Pp 101240- (2022)
The one-dimensional (1D) large strain consolidation (LSC) of saturated soft materials that are deposited at very low-density usually exhibit time-variant compressibility (void ratio vs vertical effective stress (e-σv′)) relation. The 1D column-lik
Externí odkaz:
https://doaj.org/article/9eff54cba09241ce94ffd86ac50b05f5
Publikováno v:
In Journal of Hydrology February 2023 617 Part C
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bea0b9e68300bfe4e35b50026bd9bba
https://doi.org/10.1002/nag.3545
https://doi.org/10.1002/nag.3545
Autor:
Daniel A. Moran, Kwaku Amoako, Khushbu Vandara, Nicholas Beier, Abdulghader A. Aldaeef, Paul Simms, Amin Esmaeilzadeh, João B. P. Soares, Ahlam Abdulnabi
Publikováno v:
Canadian Geotechnical Journal. 59:359-371
Oil sands fluid fine tailings deposits are challenging to reclaim due to their inherently high natural water content, low permeability, and low strength. Combinations of polymers and (or) coagulants are used by operators to improve the dewatering and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5632c023c6e4b57b7722d420cf617887
https://doi.org/10.1139/cgj-2020-0714
https://doi.org/10.1139/cgj-2020-0714
Autor:
Paul Simms
Publikováno v:
Paste 2023: 25th International Conference on Paste, Thickened and Filtered Tailings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::295f784d65b1cb71366a20a995d34835
https://doi.org/10.36487/acg_repo/2355_51
https://doi.org/10.36487/acg_repo/2355_51
Publikováno v:
Paste 2023: 25th International Conference on Paste, Thickened and Filtered Tailings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::33a86714f32367ff7ac51889d22e3596
https://doi.org/10.36487/acg_repo/2355_44
https://doi.org/10.36487/acg_repo/2355_44
Publikováno v:
Géotechnique. 70:518-537
Slurried soils or tailings are often deposited in layers that undergo complex stress paths in terms of desiccation and loading, as a given layer may undergo variable degrees of desiccation before burial by subsequent layers, which has implications fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c74b9720c7cbe5298e1f2ed5705df220
https://doi.org/10.1680/jgeot.18.p.261
https://doi.org/10.1680/jgeot.18.p.261
Autor:
Paul Simms, Y. Babaoglu
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
Consolidation parameters are required to support the disposal management of soft soils or mine tailings. The estimation of these parameters from simple correlations using easily measured pr...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1d56494670a3c176ea556f4c721df59
https://doi.org/10.1061/(asce)gt.1943-5606.0002344
https://doi.org/10.1061/(asce)gt.1943-5606.0002344
Autor:
Paul Simms, Yagmur Babaoglu
Publikováno v:
Korea-Australia Rheology Journal. 29:229-237
Tailings are a slurry of silt-sized residual material derived from the milling of rock. High density (HD) tailings are tailings that have been sufficiently dewatered to a point where they exhibit a yield stress upon deposition. They form gently slope
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::52de9c316965ff63490c74c8425ca81e
https://doi.org/10.1007/s13367-017-0024-0
https://doi.org/10.1007/s13367-017-0024-0
Autor:
Mandy L Witteman, Paul Simms
Publikováno v:
Canadian Geotechnical Journal. 54:835-845
Unsaturated flow in hydrating porous media is pertinent to several engineering applications, including underground and surface use of cemented tailings. Proper description and modelling of flow is complicated by changes in material properties due to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5099af2575c8a3399dbd26004be84339
https://doi.org/10.1139/cgj-2015-0314
https://doi.org/10.1139/cgj-2015-0314