An endochronic plasticity theory with shear‐volumetric coupling
Source abstract
Abstract
Abstract Thermodynamic and physical principles are applied in conjunction with the concepts of endochronic plasticity to develop a theory of constitutive behaviour of soils with dilatant capability. Three separate constitutive models are derived within the framework of the proposed theory, all capable of accounting for shear–volume coupling of soil within the context of endochronic plasticity. One specific model is singled out as the most appropriate on the basis of its analytical simplicity and the plausibility of its thermodynamic and physical foundations. A simple example is worked out for the purposes of illustration.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Geotechnical Engineering and Soil Mechanics · Soil and Unsaturated Flow · Geotechnical and Geomechanical Engineering
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (17)
Show source-provided references
1. A theory of viscoplasticity without a yield surface, part I, general theory
2. Fundamental consequences of a new intrinsic time measure. Plasticity as a limit of the endochronic theory
3. K. C.ValanisandH. E.Read ‘New endochronic plasticity model for soils’ EPRI report EPRI‐1388 1980.10.2172/5431469 ↗
4. Some recent developments of the endochronic theory with applications10.1016/0029-5493(82)90181-9 ↗
5. K. C.ValanisandH. E.Read ‘An endochronic plasticity theory for concrete’ S‐CUBED Report SSS‐R‐85‐7172 1985.
6. An endochronic plasticity theory for concrete
7. K. C.Valanis ‘Endochronic theory with proper hysteresis loop closure properties’ S‐CUBED Report SSS‐R‐809‐4182 1979.
8. 10.1002/zamm.1983063020210.1002/zamm.19830630202 ↗
9. On the yielding of soils10.1680/geot.1958.8.1.22 ↗
10. Schofield A. · 1968
11. K. C.ValanisandJ. F.Peters ‘Thermodynamics of frictional materials report 1: a constitutive theory of soil with dilatant capability’ U.S. Army Waterways Experiment Station Report CE Vicksburg Miss. 1989.
12. M. J.Hvorslev ‘Physical properties of remolded cohesive soils’ Translation no. 69‐5 U.S. Army Waterways Experiment Station Report 1969.
13. Inherent anisotropy in a sand10.1680/geot.1972.22.1.115 ↗
14. Lee K. L. · Journal of the Soil Mechanics and Foundation Division, American Society of Civil Engineers · 1967 · 93 · 11710.1061/JSFEAQ.0001048 ↗
15. Peters J. F. · 1988
16. K. C.ValanisandH. E.Read ‘An endochronic plasticity model for ISST soils’ U.S. Army Waterways Experiment Station Contract Report SL‐88‐3 CE Vicksburg Miss. 1988.
17. A.Sengupta ‘Application of a thermodynamic model to soils and concrete’ Ph.D. Dissertation Illinois Institute of Technology Chicago Illinois 1989 (alsoIIT Report No. IIT‐CE‐89‐01).