Books > Earth & environment > Earth sciences > Geology & the lithosphere > Soil science, sedimentology
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Effective Stress and Equilibrium Equation for Soil Mechanics (Hardcover)
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Effective Stress and Equilibrium Equation for Soil Mechanics (Hardcover)
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The concept of effective stress and the effective stress equation
is fundamental for establishing the theory of strength and the
relationship of stress and strain in soil mechanics and
poromechanics. However, up till now, the physical meaning of
effective stress has not been explained clearly, and the
theoretical basis of the effective stress equation has not been
proposed. Researchers have not yet reached a common understanding
of the feasibility of the concept of effective stress and effective
stress equation for unsaturated soils. Effective Stress and
Equilibrium Equation for Soil Mechanics discusses the definition of
the soil skeleton at first and clarifies that the soil skeleton
should include a fraction of pore water. When a free body of soil
skeleton is taken to conduct internal force analysis, the stress on
the surface of the free body has two parts: one is induced by pore
fluid pressure that only includes normal stress; the other is
produced by all the other external forces excluding pore fluid
pressure. If the effective stress is defined as the soil skeleton
stress due to all the external forces excluding pore fluid
pressure, the effective stress equation can be easily obtained by
the internal force equilibrium analysis. This equation reflects the
relationship between the effective stress, total stress and pore
fluid pressure, which does not change with the soil property. The
effective stress equation of saturated soils and unsaturated soils
is unified, i.e., o~=o~t -Seuw-(1-Se)ua. For multiphase porous
medium, o~=o~t -u*,u*=Seiui(i=1,2,...,M). In this book, a
theoretical formula of the coefficient of permeability for
unsaturated soils is derived. The formula of the seepage force is
modified based on the equilibrium differential equation of the pore
water. The relationship between the effective stress and the shear
strength and deformation of unsaturated soils is preliminarily
verified. Finally, some possibly controversial problems are
discussed to provide a better understanding of the role of the
equilibrium equation and the concept of effective stress.
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