• Home

  • Documents

  • inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical...
10

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to

  • Upload
    others

  • View
    13

  • Download
    0

Embed Size (px)

Citation preview

Page 1: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to
Page 2: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to
Page 3: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to
Page 4: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to
Page 5: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to
Page 6: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to
Page 7: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to
Page 8: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to
Page 9: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to
Page 10: inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/3.pdf · By assuming a vertical equipotential beneath each wall, and accounting for symmetry, the problem is reduced to

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/27.pdf · to the transient stability of excavated soil slopes. Long-term instability is modeled ... A fine-grained soil

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/27.pdf · to the transient stability of excavated soil slopes. Long-term instability is modeled ... A fine-grained soil

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/4.pdfPOULOS. H. G.. and DAVIS, E. H. 1974. Elastic solutions for soil and rock mechanics. John Wiley & Sons, New York. Chapts

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/4.pdfPOULOS. H. G.. and DAVIS, E. H. 1974. Elastic solutions for soil and rock mechanics. John Wiley & Sons, New York. Chapts

Documents
EFFECTIVE PERMEABILITY OF CARBONATE RESERVOIRS USING …inside.mines.edu/~vgriffit/pubs/Some_C_Pubs/CIMENICS... · 2015. 10. 28. · effective permeability of carbonate reservoirs

EFFECTIVE PERMEABILITY OF CARBONATE RESERVOIRS USING …inside.mines.edu/~vgriffit/pubs/Some_C_Pubs/CIMENICS... · 2015. 10. 28. · effective permeability of carbonate reservoirs

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/106.pdfvalue ofvc for undrained shear strength varies from small values to up to 0.6 (e.g. Ching and Phoon, 2013). In addition

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/106.pdfvalue ofvc for undrained shear strength varies from small values to up to 0.6 (e.g. Ching and Phoon, 2013). In addition

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/88.pdf · Beam on an elastic foundation (b) linear stiffness and (3) Continuing with Hetenyi's formulation, the general

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/88.pdf · Beam on an elastic foundation (b) linear stiffness and (3) Continuing with Hetenyi's formulation, the general

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/86.pdfdifferences between strength and load factoring applied to slopes and other geotechnical applications. This has implications

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/86.pdfdifferences between strength and load factoring applied to slopes and other geotechnical applications. This has implications

Documents
Inside Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/66.pdfGDL paralelos en nodos adyacentes GDL ortogonales en nodos adyacentes GDL paralelos en nodos opuestos GDL perpendiculares

Inside Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/66.pdfGDL paralelos en nodos adyacentes GDL ortogonales en nodos adyacentes GDL paralelos en nodos opuestos GDL perpendiculares

Documents
inside.mines.eduinside.mines.edu/~psanti/paper_pdfs/Predicting Shale Durability in... · Moheb Fam and Maurice Dusseault Consolidation and Permeability Behavior of High Porosity Baltic

inside.mines.eduinside.mines.edu/~psanti/paper_pdfs/Predicting Shale Durability in... · Moheb Fam and Maurice Dusseault Consolidation and Permeability Behavior of High Porosity Baltic

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/99.pdf · rounding soil. As stated by Vesic [10], the pile settlement is a con- stant (dependent on Poisson's ratio and

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/99.pdf · rounding soil. As stated by Vesic [10], the pile settlement is a con- stant (dependent on Poisson's ratio and

Documents
inside.mines.eduinside.mines.edu/~rtcollin/GREprep/GREprepEpics/GREprep/4ThermoAnd...The degeneracy of the energy levels ... Consider a system of N noninteracting particles ... pan

inside.mines.eduinside.mines.edu/~rtcollin/GREprep/GREprepEpics/GREprep/4ThermoAnd...The degeneracy of the energy levels ... Consider a system of N noninteracting particles ... pan

Documents
On a unified theory for reliability-based geotechnical designinside.mines.edu/~vgriffit/pubs/All_J_Pubs/122.pdfResearch Paper On a unified theory for reliability-based geotechnical

On a unified theory for reliability-based geotechnical designinside.mines.edu/~vgriffit/pubs/All_J_Pubs/122.pdfResearch Paper On a unified theory for reliability-based geotechnical

Documents
Inside Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/36.pdfseepage through a three-dimensional (3D) soil domain in which the permeability is randomly distributed in space. The analyses

Inside Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/36.pdfseepage through a three-dimensional (3D) soil domain in which the permeability is randomly distributed in space. The analyses

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/14.pdf · METHODS FOR ANALYSIS OF BEAMS ON ELASTIC ... A simple method for analysing laterally loaded piles is to consider

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/14.pdf · METHODS FOR ANALYSIS OF BEAMS ON ELASTIC ... A simple method for analysing laterally loaded piles is to consider

Documents
Home - Today at Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/80.pdfsuggested by the International Society for Rock Mechanics (ISRM) [5]. A detailed history of the method and a thorough

Home - Today at Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/80.pdfsuggested by the International Society for Rock Mechanics (ISRM) [5]. A detailed history of the method and a thorough

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/100.pdf · de couches de sable, à partir de résultats d'essais de pénétration du cône avec la mesure des pressions

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/100.pdf · de couches de sable, à partir de résultats d'essais de pénétration du cône avec la mesure des pressions

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/79.pdf · Résumé : La conception basée sur la fiabilité pour des fondations peu profondes est généralement appliquée

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/79.pdf · Résumé : La conception basée sur la fiabilité pour des fondations peu profondes est généralement appliquée

Documents
inside.mines.eduinside.mines.edu › UserFiles › File › economicsBusiness... · Sierra Nevada Cor oration S ectranetics Cor oration S rin bok Services STM Associates Metro Wastewater

inside.mines.eduinside.mines.edu › UserFiles › File › economicsBusiness... · Sierra Nevada Cor oration S ectranetics Cor oration S rin bok Services STM Associates Metro Wastewater

Documents
Today at Mines - It's your life, don't miss it!inside.mines.edu/~vgriffit/pubs/All_J_Pubs/6.pdffailure. The stability of a obtained from Taylor's chart hori zontal . sl opes in plane

Today at Mines - It's your life, don't miss it!inside.mines.edu/~vgriffit/pubs/All_J_Pubs/6.pdffailure. The stability of a obtained from Taylor's chart hori zontal . sl opes in plane

Documents
Home - Today at Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/112.pdf · 2015. 10. 22. · 194 (2015) 12-24 Contents lists available at ScienceDivect Engineering Geology journal

Home - Today at Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/112.pdf · 2015. 10. 22. · 194 (2015) 12-24 Contents lists available at ScienceDivect Engineering Geology journal

Documents
Finite Elements in Geotechnical Engineering - GEOSTRATAinside.mines.edu/~vgriffit/pubs/Some_C_Pubs/FE-GEOSTRATA.pdfFinite Elements in Geotechnical Engineering - GEOSTRATA Author: vgriffit

Finite Elements in Geotechnical Engineering - GEOSTRATAinside.mines.edu/~vgriffit/pubs/Some_C_Pubs/FE-GEOSTRATA.pdfFinite Elements in Geotechnical Engineering - GEOSTRATA Author: vgriffit

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/93.pdfThis growth of interest in 3D slope stability analysis is related to the falling costs and increased computational

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/93.pdfThis growth of interest in 3D slope stability analysis is related to the falling costs and increased computational

Documents
Home - Today at Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/96.pdfcalled rock failure process analysis (RFPA2D) (Tang 1997). First, two series of numerical tests in relatively

Home - Today at Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/96.pdfcalled rock failure process analysis (RFPA2D) (Tang 1997). First, two series of numerical tests in relatively

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/95.pdf · method (Reese and Cox 1968; Matlock 1970; Reese et al. 1974, 1975). The continuum approach was also used for the

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/95.pdf · method (Reese and Cox 1968; Matlock 1970; Reese et al. 1974, 1975). The continuum approach was also used for the

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/83.pdfProbabilistic infinite slope analysis D.V. Griffiths , Jinsong Huang a'* , Gordon A. Fenton ... of long slopes involving

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/83.pdfProbabilistic infinite slope analysis D.V. Griffiths , Jinsong Huang a'* , Gordon A. Fenton ... of long slopes involving

Documents
Home - Today at Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/64.pdfping to the Mohr—Coulomb yield surface. The algorithms have been implemented in the finite-element framework

Home - Today at Minesinside.mines.edu/~vgriffit/pubs/All_J_Pubs/64.pdfping to the Mohr—Coulomb yield surface. The algorithms have been implemented in the finite-element framework

Documents
Assessing the influence of root reinforcement on slope ...inside.mines.edu/~vgriffit/pubs/All_J_Pubs/114.pdf · Assessing the influence of root reinforcement on slope stability by

Assessing the influence of root reinforcement on slope ...inside.mines.edu/~vgriffit/pubs/All_J_Pubs/114.pdf · Assessing the influence of root reinforcement on slope stability by

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/97.pdf · (LRFD), also called limit-state method (depending on the country), ... of soil material across the site will not

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/97.pdf · (LRFD), also called limit-state method (depending on the country), ... of soil material across the site will not

Documents
Today at Mines - It's your life, don't miss it!inside.mines.edu/~vgriffit/pubs/All_J_Pubs/48.pdf · donner des résultats précis pour le Pire cas de longueurs corrélées. En combinaison,

Today at Mines - It's your life, don't miss it!inside.mines.edu/~vgriffit/pubs/All_J_Pubs/48.pdf · donner des résultats précis pour le Pire cas de longueurs corrélées. En combinaison,

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/103.pdf · As stated by Vesic (1977), the fraction of pile settlement due to deformation of the soil is a constant (dependent

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/103.pdf · As stated by Vesic (1977), the fraction of pile settlement due to deformation of the soil is a constant (dependent

Documents
inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/57.pdf · an isolated footing have been reported by Griffiths and Fenton ... The footing load for each ... input parameters

inside.mines.eduinside.mines.edu/~vgriffit/pubs/All_J_Pubs/57.pdf · an isolated footing have been reported by Griffiths and Fenton ... The footing load for each ... input parameters

Documents