Consolidation Real Soils nonlinear stress is not proportional to - - PDF document
Consolidation Real Soils nonlinear stress is not proportional to - - PDF document
Consolidation Real Soils nonlinear stress is not proportional to strain elastoplastic strain is not fully recovered upon unloading viscoelastic stress-strain response is time dependent nonconservative
Real Soils
- nonlinear – stress is not proportional to strain
- elastoplastic – strain is not fully recovered upon unloading
- viscoelastic – stress-strain response is time dependent
- nonconservative – stress-strain response is history dependent
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.3a
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.3b
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Coefficient of volume change
∆ ∆′ Figure 8.4a
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Constrained Modulus
∆′ ∆ M 1
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Coefficient of compressibility
∆ ∆′ Figure 8.4b
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.5a
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.5b
free water surface Effective stress Neutral stress Total stress ´ = u = wd = wd lake bed
d
free water surface
z
Effective stress Neutral stress Total stress ´ = ´z u = w(z+d) = satz + w(z+d) lake bed
d
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.8
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.6
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
8 9 10 11 12 13
CL CL ML CH SP CH
Figure 8.9a
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.15a
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.9c
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.9d
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.9h
(Holtz & Kovacs, An Introduction to Geotechnical Engineering, 1981)
Figure 8.9h