Tien et al., 2000 - Google Patents
Preparation and mechanical properties of artificial transversely isotropic rockTien et al., 2000
- Document ID
- 12490431479428564956
- Author
- Tien Y
- Tsao P
- Publication year
- Publication venue
- International Journal of Rock Mechanics and Mining Sciences
External Links
Snippet
In recent years, a number of constitutive laws and failure criteria for anisotropic rocks have been proposed by various researchers. The parameters used in these theoretical models, as well as the validation of these models, are dependent on experimental results. For …
- 239000011435 rock 0 title abstract description 73
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/026—Specifications of the specimen
- G01N2203/0284—Bulk material, e.g. powders
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Tien et al. | Preparation and mechanical properties of artificial transversely isotropic rock | |
Shrivastava et al. | Physical modeling of shear behavior of infilled rock joints under CNL and CNS boundary conditions | |
Ling et al. | Dynamic shear modulus and damping ratio of frozen compacted sand subjected to freeze–thaw cycle under multi-stage cyclic loading | |
Rotta et al. | Isotropic yielding in an artificially cemented soil cured under stress | |
Kumar et al. | Compressive strength of fiber reinforced highly compressible clay | |
Gu et al. | Deformation characteristics of overconsolidated clay sheared under constant and variable confining pressure | |
Lekha et al. | Evaluation of lateritic soil stabilized with Arecanut coir for low volume pavements | |
Patel et al. | Strength and deformation behavior of fiber-reinforced cohesive soil under varying moisture and compaction states | |
Zhou et al. | Damage mechanism of soil-rock mixture after freeze-thaw cycles | |
de Rezende et al. | The use of quarry waste in pavement construction | |
CN106124316A (en) | The anisotropic indoor true triaxial test method of bulk solid rock-soil material | |
Tariq et al. | Mechanical behaviour of cement-treated sand | |
Cui et al. | The synthesis of soft rocks based on physical and mechanical properties of red mudstone | |
Chindaprasirt et al. | Estimation of modulus of elasticity of compacted loess soil and lateritic-loess soil from laboratory plate bearing test | |
Lu et al. | In-situ and numerical investigation on the dynamic response of unbounded granular material in permeable pavement | |
Zeh et al. | The tensile strength of compacted clays as affected by suction and soil structure | |
Amiri et al. | Development of a new physical modeling method to investigate the effect of porosity on the parameters of intact rock failure criteria | |
Soliman et al. | Validation of long-term pavement performance prediction models for resilient modulus of unbound granular materials | |
Shen et al. | Fatigue deformation and energy change of single-joint sandstone after freeze-thaw cycles and cyclic loadings | |
Senetakis et al. | Influence of stress anisotropy on small-strain stiffness of reinforced sand with polypropylene fibres | |
Yang et al. | Strength and deformation characteristics of compacted loess with different moisture content and compaction energy | |
Armaleh et al. | Modelling and Testing of a Cohcsionless Material Using the Disturbed State Concept | |
Ezaoui et al. | Creep failure of geomaterials and its numerical simulation | |
Araya et al. | Integrating traditional characterization techniques in mechanistic pavement design approaches | |
Kafodya et al. | Density control method for compression test of compacted lime-flyash stabilised fiber-soil mixtures |