Titlebook: Visco-Plastic Behaviour of Geomaterials; N. D. Cristescu,G. Gioda Book 1994 Springer-Verlag Wien 1994 Geomaterials.deformation.material.me

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书目名称Visco-Plastic Behaviour of Geomaterials影响因子(影响力)




书目名称Visco-Plastic Behaviour of Geomaterials影响因子(影响力)学科排名




书目名称Visco-Plastic Behaviour of Geomaterials网络公开度




书目名称Visco-Plastic Behaviour of Geomaterials网络公开度学科排名




书目名称Visco-Plastic Behaviour of Geomaterials被引频次




书目名称Visco-Plastic Behaviour of Geomaterials被引频次学科排名




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书目名称Visco-Plastic Behaviour of Geomaterials读者反馈




书目名称Visco-Plastic Behaviour of Geomaterials读者反馈学科排名

小丑

逢迎春日

https://doi.org/10.1007/978-3-7091-2710-0Geomaterials; deformation; material; mechanics; plasticity; rock mechanics; soil mechanics; testing

组装

978-3-211-82586-0Springer-Verlag Wien 1994

小争吵

Visco-Plastic Behaviour of Geomaterials978-3-7091-2710-0Series ISSN 0254-1971 Series E-ISSN 2309-3706

独白

Uniaxial and Triaxial Creep and Failure Tests on Rock: Experimental Technique and Interpretation,mphasis on tests on soft rocks and on time effects. A large number of test results, mainly on rock salt, and their interpretation is given. Besides uniaxial and triaxial creep tests on cylinders, true triaxial tests on cubes and tension tests are also included. Determinaton of elastic constants, per

Insubordinate

Experimental Evidence of Non-Linear and Creep Behaviour of Pyroclastic Rocks,his topic is treated presenting experimental results obtained on Neapolitan tuffs at the University of Naples. Standard tests, which outline the non-linear behaviour of these rocks, have been performed for many years and their results have been presented in many papers. Although creep tests on the N

depreciate

Viscoplasticity of Geomaterials, describe these dominant properties. One presents the procedure to be followed in order to determine all constitutive functions and parameters necessary to describe transient and stationary creep. Examples are given as well as a comparison of model predictions with the data. Damage and creep failure

殖民地

Finite Element Analysis of Time Dependent Effects in Tunnels,riven in a rock mass characterized by a viscous behaviour. First, the so called swelling and squeezing phenomena are described considering in particular rocks containing clay minerals. Subsequently the discussion is focused on the squeezing behaviour, i.e. on the time dependent increase of the shear

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