Ebook: Rock and Soil Rheology: Proceedings of the Euromech Colloquium 196 September 10–13, 1985 Bucharest, Romania

The first part of the volume contains theoretical considerations of the physical properties of soils and rocks. Articles on the mechanical and kinematical behavior of rocks as well as mathematical models are the base for the understanding of the physical properties of natural systems. In the second part articles deal with experiments and applications regarding creep deformation of clay, underground cavities, tunnels and deformation of sand and lamistrine sediments.

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The first part of the volume contains theoretical considerations of the physical properties of soils and rocks. Articles on the mechanical and kinematical behavior of rocks as well as mathematical models are the base for the understanding of the physical properties of natural systems. In the second part articles deal with experiments and applications regarding creep deformation of clay, underground cavities, tunnels and deformation of sand and lamistrine sediments.

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The first part of the volume contains theoretical considerations of the physical properties of soils and rocks. Articles on the mechanical and kinematical behavior of rocks as well as mathematical models are the base for the understanding of the physical properties of natural systems. In the second part articles deal with experiments and applications regarding creep deformation of clay, underground cavities, tunnels and deformation of sand and lamistrine sediments.
Content:
Front Matter....Pages -
Change of scale methods applied in mechanics of saturated soils....Pages 1-32
The use of the homogenization method to describe the viscoelastic behaviour of a porous saturated medium....Pages 33-41
A statical micromechanical description of yielding in cohesionless soil....Pages 43-62
A mathematical model for the liquefaction of soils....Pages 63-81
The kinematics of self-similar plane penetration problems in Mohr-Coulomb granular materials....Pages 83-92
Slip surfaces in soil mechanics....Pages 93-116
Undrained creep deformation of a strip load on clay....Pages 117-149
A closed-form solution for the problem of a viscoplastic hollow sphere application to underground cavities in rock salt....Pages 151-172
Characteristic state and infrared vibrothermography of sand....Pages 173-197
Non linear behaviour of anisotropic rocks....Pages 199-243
Rock-support interaction in lined tunnels....Pages 245-272
Deformation of laminated lacustrine sediments of the dead sea....Pages 273-277
On the construction of a constitutive equation of soil by making use of the DLS model....Pages 279-289

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The first part of the volume contains theoretical considerations of the physical properties of soils and rocks. Articles on the mechanical and kinematical behavior of rocks as well as mathematical models are the base for the understanding of the physical properties of natural systems. In the second part articles deal with experiments and applications regarding creep deformation of clay, underground cavities, tunnels and deformation of sand and lamistrine sediments.
Content:
Front Matter....Pages -
Change of scale methods applied in mechanics of saturated soils....Pages 1-32
The use of the homogenization method to describe the viscoelastic behaviour of a porous saturated medium....Pages 33-41
A statical micromechanical description of yielding in cohesionless soil....Pages 43-62
A mathematical model for the liquefaction of soils....Pages 63-81
The kinematics of self-similar plane penetration problems in Mohr-Coulomb granular materials....Pages 83-92
Slip surfaces in soil mechanics....Pages 93-116
Undrained creep deformation of a strip load on clay....Pages 117-149
A closed-form solution for the problem of a viscoplastic hollow sphere application to underground cavities in rock salt....Pages 151-172
Characteristic state and infrared vibrothermography of sand....Pages 173-197
Non linear behaviour of anisotropic rocks....Pages 199-243
Rock-support interaction in lined tunnels....Pages 245-272
Deformation of laminated lacustrine sediments of the dead sea....Pages 273-277
On the construction of a constitutive equation of soil by making use of the DLS model....Pages 279-289
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