Embankment Dam Engineering |
From inside the book
Results 1-3 of 55
Page 47
... Limit Equilibrium , 60 Limit Equilibrium as a Unifying Principle , 62 3. The Generalized Procedure of Slices Purpose , 63 Basic Principles , 64 Working Formulas for Slope Stability Analysis , 65 Iteration Procedure , 67 Examples , 73 ...
... Limit Equilibrium , 60 Limit Equilibrium as a Unifying Principle , 62 3. The Generalized Procedure of Slices Purpose , 63 Basic Principles , 64 Working Formulas for Slope Stability Analysis , 65 Iteration Procedure , 67 Examples , 73 ...
Page 50
... limit equilibrium theories as Hooke's law plays in the theory of elas- ticity , as may be seen by comparing the two equations term by term : Limit equilibrium : Elasticity : 7 = = ( 1 ) T ( 11 ) ( 12 ) σ = εE The analogy is : The shear ...
... limit equilibrium theories as Hooke's law plays in the theory of elas- ticity , as may be seen by comparing the two equations term by term : Limit equilibrium : Elasticity : 7 = = ( 1 ) T ( 11 ) ( 12 ) σ = εE The analogy is : The shear ...
Page 61
... limit equilibrium and comparison with the failure condition . α a Fig . 16. Boundary conditions at limit equilibrium . Values of tan a Fig . 20. Values of n. T ( a ) P tan α = tan + √1 + tan 2 e 03 αe ση ( b ) fe F ( c ) f σ ...
... limit equilibrium and comparison with the failure condition . α a Fig . 16. Boundary conditions at limit equilibrium . Values of tan a Fig . 20. Values of n. T ( a ) P tan α = tan + √1 + tan 2 e 03 αe ση ( b ) fe F ( c ) f σ ...
Contents
Introduction | 22 |
Comparative Roller Tests | 30 |
Consulting Engineer formerly Chief Soil Mechanics | 45 |
Copyright | |
10 other sections not shown
Common terms and phrases
abutment Akosombo Dam analysis ASCE average basalt clay compacted computed construction contact forces core Cougar Dam cracks crest cross section curves cutoff deformations developed diameter diorite downstream slope drain earth dams earth pressure earthquake effective embankment Engineering equation factor of safety failure filter flow foundation friction grad gradation gradient grain breakage Granero granitic-gneiss grout height holes horizontal movement hydraulic impervious impervious core inclinometer Infiernillo Dam layer leakage limit equilibrium line of seepage load material maximum measured ment meters Mica Mica Dam normal stress number of contacts obtained permeability pervious piezometers piping plane strain plane strain tests Poisson's ratio postconstruction principal stress reservoir rock rockfill dam samples seismic coefficient settlement shear strength shear stress shear surface shown in Fig slice sliding Soil Mech Soil Mechanics specimen stability stress kg/cm² test fill thickness throughflow tion upstream values vertical void ratio zone