Research graph
References from Critical state line of copper tailings under different loading types: mineralogy effect. Local targets link to admitted publications; unresolved targets remain external evidence.
Unresolved reference
2014 · External reference
Unresolved reference
2017 · External reference
Unresolved reference
2017 · External reference
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2017 · External reference
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2020 · External reference
Unresolved reference
2020 · External reference
Unresolved reference
2021 · External reference
Unresolved reference
2021 · External reference
Unresolved reference
2021 · External reference
Determination of the critical state of a silty sand iron tailings in triaxial extension tests using photographic correction
10.1139/cgj-2021-0637 · 2023 · External reference
Gold tailings liquefaction under critical state soil mechanics
10.1680/geot.10.p.037 · 2012 · External reference
The strength and dilatancy of sands
10.1680/geot.1986.36.1.65 · 1986 · External reference
In the dark shadow of the supercycle tailings failure risk & public liability reach all-time highs
10.3390/environments4040075 · 2017 · External reference
Water quality impacts and river system recovery following the 2014 Mount Polley mine tailings dam spill, British Columbia, Canada
10.1016/j.apgeochem.2018.01.012 · 2018 · External reference
Influence of grading on the mechanical behaviour of Stava tailings
10.1680/geot.9.p.009 · 2011 · External reference
The effect of fabric on the behaviour of gold tailings
10.1680/geot.9.p.066 · 2011 · External reference
A new device for measuring local axial strains on triaxial specimens
10.1680/geot.1986.36.4.593 · 1986 · External reference
Critical state analysis of two compacted filtered iron ore tailings with different gradings and mineralogy at different stages of treatment
10.1007/s11440-023-01963-9 · 2024 · External reference
Limitations of a critical state framework applied to the behaviour of natural and ‘transitional’ soils
2015 · External reference
Impact of methods used to reconstitute tailings specimens on the liquefaction potential assessment of tailings dams
10.1590/0370-44672018720164 · 2019 · External reference
Three-dimensional finite element analysis of the direct simple shear test
10.1016/j.compgeo.2011.05.005 · 2011 · External reference
Effect of principal stress direction on the instability of sand under the constant shear drained stress path
10.1680/jgeot.22.00062 · 2024 · External reference
Instability of a gold mine tailings subjected to different stress paths
10.1061/(asce)gt.1943-5606.0002780 · 2022 · External reference
A critical assessment of the moist tamping technique
10.1520/gtj11108j · 2003 · External reference
Severn–Trent sand: a kinematic-hardening constitutive model: the q–p′ formulation
10.1680/geot.1999.49.5.595 · 1999 · External reference
Global-scale impact analysis of mine tailings dam failures: 1915–2020
10.1016/j.gloenvcha.2021.102361 · 2021 · External reference
Characteristics of copper tailings in direct simple shearing: a critical state approach
10.1061/jggefk.gteng-11031 · 2023 · External reference
Preparing tests specimens using undercompaction
10.1520/gtj10364j · 1978 · External reference
Unresolved reference
External reference
Mechanical behaviour of Panzhihua iron tailings
10.1139/cgj-2018-0032 · 2019 · External reference
The mechanics of a silt-sized gold tailing
10.1016/j.enggeo.2018.05.014 · 2018 · External reference
Stress-deformation and strength characteristics of soil under three different principal stresses
10.2208/jscej1969.1974.232_59 · 1974 · External reference
Undrained monotonic response of clean and silty sands
10.1680/geot.2007.57.3.273 · 2007 · External reference
One-dimensional compression behaviour of uniformly graded sand related to single particle crushing strength
10.3208/sandf.41.2_39 · 2001 · External reference
The mechanics of an Italian silt: an example of ‘transitional’ behaviour
10.1680/geot.2006.56.4.261 · 2006 · External reference
The role of particle mineralogy in mixtures of sands
10.32075/17ecsmge-2019-0824 · 2019 · External reference
Results of a critical state line testing round robin programme
10.1680/jgeot.19.p.373 · 2021 · External reference
Factors affecting apparent position of steady-state line
10.1061/(asce)1090-0241(1997)123:3(281) · 1997 · External reference
Static liquefaction behaviour of gold mine tailings
10.1007/s10706-016-0033-7 · 2021 · External reference
Static liquefaction analysis considering principal stress directions and anisotropy
10.1007/s10706-016-0033-7 · 2016 · External reference
How particle breakage affects the critical state line of silty-sand iron tailings
10.1007/s11440-025-02901-7 · 2026 · External reference
10.1007/978-981-15-0886-8_5
10.1007/978-981-15-0886-8_5 · 2020 · External reference
Aspects of finite element implementation of critical state models
10.1007/s004660000166 · 2000 · External reference
Transitional behaviour in sands with plastic and non-plastic fines
10.1016/j.sandf.2014.12.001 · 2015 · External reference
A potential systematic error in laboratory testing of very loose sands
10.1139/t87-058 · 1987 · External reference
Unresolved reference
2012 · External reference
Influence of grading and fabric arising from the initial compaction on the geomechanical characterisation of compacted copper tailings
10.1680/jgeot.22.00087 · 2024 · External reference
Role of mineralogy on the undrained monotonic simple shear response of compacted filtered copper tailings
10.1016/j.sandf.2025.101636 · 2025 · External reference
Static and cyclic liquefaction of copper mine tailings
10.1061/jggefk.gteng-10661 · 2023 · External reference
Mechanical behavior of iron ore tailings under standard compression and extension triaxial stress paths
10.1016/j.jrmge.2022.11.013 · 2023 · External reference
Dry stacking of iron ore tailings: Possible particle breakage during compaction
10.1680/jgeen.22.00216 · 2024 · External reference
Influence of grading in compacted tailings behaviour: towards resilient design
10.1680/jgeot.23.00475 · 2025 · External reference
The interpretation of in situ soil tests
10.1680/geot.1984.34.4.449 · 1984 · External reference
Impact of mica on geotechnical behavior of weathered granitic soil using macro and micro investigations
10.1016/j.jrmge.2023.03.011 · 2024 · External reference
The influence of particle shape and mineralogy on the particle strength, breakage and compressibility
10.1186/s40703-020-0108-4 · 2020 · External reference
10.1007/978-981-15-0886-8_5
10.1007/978-981-15-0886-8_5 · ExternalCitation · doi-reference
Aspects of finite element implementation of critical state models
10.1007/s004660000166 · ExternalCitation · doi-reference
Static liquefaction analysis considering principal stress directions and anisotropy
10.1007/s10706-016-0033-7 · ExternalCitation · doi-reference
Critical state analysis of two compacted filtered iron ore tailings with different gradings and mineralogy at different stages of treatment
10.1007/s11440-023-01963-9 · ExternalCitation · doi-reference
How particle breakage affects the critical state line of silty-sand iron tailings
10.1007/s11440-025-02901-7 · ExternalCitation · doi-reference
Water quality impacts and river system recovery following the 2014 Mount Polley mine tailings dam spill, British Columbia, Canada
10.1016/j.apgeochem.2018.01.012 · ExternalCitation · doi-reference
Three-dimensional finite element analysis of the direct simple shear test
10.1016/j.compgeo.2011.05.005 · ExternalCitation · doi-reference
The mechanics of a silt-sized gold tailing
10.1016/j.enggeo.2018.05.014 · ExternalCitation · doi-reference
Global-scale impact analysis of mine tailings dam failures: 1915–2020
10.1016/j.gloenvcha.2021.102361 · ExternalCitation · doi-reference
Mechanical behavior of iron ore tailings under standard compression and extension triaxial stress paths
10.1016/j.jrmge.2022.11.013 · ExternalCitation · doi-reference
Impact of mica on geotechnical behavior of weathered granitic soil using macro and micro investigations
10.1016/j.jrmge.2023.03.011 · ExternalCitation · doi-reference
Transitional behaviour in sands with plastic and non-plastic fines
10.1016/j.sandf.2014.12.001 · ExternalCitation · doi-reference
Role of mineralogy on the undrained monotonic simple shear response of compacted filtered copper tailings
10.1016/j.sandf.2025.101636 · ExternalCitation · doi-reference
Factors affecting apparent position of steady-state line
10.1061/(asce)1090-0241(1997)123:3(281) · ExternalCitation · doi-reference
Instability of a gold mine tailings subjected to different stress paths
10.1061/(asce)gt.1943-5606.0002780 · ExternalCitation · doi-reference
Static and cyclic liquefaction of copper mine tailings
10.1061/jggefk.gteng-10661 · ExternalCitation · doi-reference
Characteristics of copper tailings in direct simple shearing: a critical state approach
10.1061/jggefk.gteng-11031 · ExternalCitation · doi-reference
Mechanical behaviour of Panzhihua iron tailings
10.1139/cgj-2018-0032 · ExternalCitation · doi-reference
Determination of the critical state of a silty sand iron tailings in triaxial extension tests using photographic correction
10.1139/cgj-2021-0637 · ExternalCitation · doi-reference
A potential systematic error in laboratory testing of very loose sands
10.1139/t87-058 · ExternalCitation · doi-reference
The influence of particle shape and mineralogy on the particle strength, breakage and compressibility
10.1186/s40703-020-0108-4 · ExternalCitation · doi-reference
Preparing tests specimens using undercompaction
10.1520/gtj10364j · ExternalCitation · doi-reference
A critical assessment of the moist tamping technique
10.1520/gtj11108j · ExternalCitation · doi-reference
Impact of methods used to reconstitute tailings specimens on the liquefaction potential assessment of tailings dams
10.1590/0370-44672018720164 · ExternalCitation · doi-reference
Gold tailings liquefaction under critical state soil mechanics
10.1680/geot.10.p.037 · ExternalCitation · doi-reference
The interpretation of in situ soil tests
10.1680/geot.1984.34.4.449 · ExternalCitation · doi-reference
The strength and dilatancy of sands
10.1680/geot.1986.36.1.65 · ExternalCitation · doi-reference
A new device for measuring local axial strains on triaxial specimens
10.1680/geot.1986.36.4.593 · ExternalCitation · doi-reference
Severn–Trent sand: a kinematic-hardening constitutive model: the q–p′ formulation
10.1680/geot.1999.49.5.595 · ExternalCitation · doi-reference
The mechanics of an Italian silt: an example of ‘transitional’ behaviour
10.1680/geot.2006.56.4.261 · ExternalCitation · doi-reference
Undrained monotonic response of clean and silty sands
10.1680/geot.2007.57.3.273 · ExternalCitation · doi-reference
Influence of grading on the mechanical behaviour of Stava tailings
10.1680/geot.9.p.009 · ExternalCitation · doi-reference
The effect of fabric on the behaviour of gold tailings
10.1680/geot.9.p.066 · ExternalCitation · doi-reference
Dry stacking of iron ore tailings: Possible particle breakage during compaction
10.1680/jgeen.22.00216 · ExternalCitation · doi-reference
Results of a critical state line testing round robin programme
10.1680/jgeot.19.p.373 · ExternalCitation · doi-reference
Effect of principal stress direction on the instability of sand under the constant shear drained stress path
10.1680/jgeot.22.00062 · ExternalCitation · doi-reference
Influence of grading and fabric arising from the initial compaction on the geomechanical characterisation of compacted copper tailings
10.1680/jgeot.22.00087 · ExternalCitation · doi-reference
Influence of grading in compacted tailings behaviour: towards resilient design
10.1680/jgeot.23.00475 · ExternalCitation · doi-reference
Stress-deformation and strength characteristics of soil under three different principal stresses
10.2208/jscej1969.1974.232_59 · ExternalCitation · doi-reference
The role of particle mineralogy in mixtures of sands
10.32075/17ecsmge-2019-0824 · ExternalCitation · doi-reference
One-dimensional compression behaviour of uniformly graded sand related to single particle crushing strength
10.3208/sandf.41.2_39 · ExternalCitation · doi-reference
In the dark shadow of the supercycle tailings failure risk & public liability reach all-time highs
10.3390/environments4040075 · ExternalCitation · doi-reference
