The Geotechnics of Hard Soils - Soft Rocks -CRC Press, 1998 - 1717 من الصفحات |
المحتوى
Anisotropy and heterogeneity of gravelly soil layer in Hualien Taiwan | 889 |
Modeling of the mechanical behaviour of conchyliates shellstone | 911 |
Cyclic stiffness and damping ratio of lightweight geomaterials using fly ash | 929 |
Field measurements and numerical assessment of deformations induced by tunnel excavation | 945 |
Comparison between analyticalnumerical | 961 |
Flexible lining or NATM versus stiff lining or sprayed concrete lining SCL | 977 |
J Launay | 991 |
Modern approach to solving geotechnical problems of high groundwater levels in the design | 1007 |
عبارات ومصطلحات مألوفة
analysis anisotropic axial strain Balkema bolts bond boreholes calcarenite calculated cementation clay compression tests confining pressure consolidation constitutive model creep curve damping ratio deformation density deviatoric deviatoric stress dilatancy displacement effective stress elastic Engineering equation Evangelista & Picarelli excavation failure Figure fissured friction angle geomechanical Geotechnical Engineering Geotechnics of Hard Hard Soils horizontal in-situ increase initial investigation isotropic laboratory landslide layer linear linear elastic loading marl material measured mechanical behaviour method numerical observed obtained overburden pressure overconsolidated parameters Picarelli eds piezometers plastic Poisson's ratio pore pressure porosity predicted Proc properties radial rock mass samples saturated settlements shale shear strength shotcrete siltstone simulation sliding slope soft rock specimens stability stiffness strain rate strain softening stress level stress-strain structure surface test results triaxial triaxial compression triaxial tests tuff tunnel unconfined undrained uniaxial values vertical void ratio volumetric strain yield Young's modulus zone