In this study two key strain hardening parameters are used to study the workability behavior or determining the failure zone.
A series of laboratory investigations were undertaken on rubber modified self-compacting concrete (RMSCC) to study the workability of the mixture during its production and the fundamental mechanical and dynamic properties of cured specimens.
In this paper, we study the strength, workability and water permeability of concrete when CMA is used as a partial replacement in cement.
In the present work, in order to study the hot workability of a medium carbon microalloyed steel, during hot compression test, two types of processing maps have been constructed on the basis of phenomenological and continuum criteria.
The characteristics of the specimens were defined and tested by fixing the consistency at a good workability and then studying the mechanical properties, Shore C hardness and adherence to ceramic materials after both 7 and 28 days.
In this study, the workability and mechanical properties of the blends were investigated by utilizing slump flow, J-ring flow behavior, blocking flow evaluation, V-funnel, compressive strength, and ultrasonic pulse velocity (UPV) estimations.
In the present study, the workability of two ordinary Portland cements, obtained from clinkers having similar phase composition and particle size distribution, but different orthorhombic C3A content, hydrated in the presence of four different PCEs, is investigated.
The knowledge of the strain paths at a critical fracture site of a deforming material is helpful to study the detailed mechanics in the workability.
This study investigated the workability of a NiCr wire probe diagnostic under low temperature plasma operating conditions.
This study evaluates the workability, compressive strength, splitting tensile strength, flexural strength, modulus of elasticity and chemical leaching characteristics of concrete containing FNS from garnierite ore and fly ash.
However, studies on the workability (in terms of slump), compressibility and hydraulic conductivity of such zeolite-amended clayey soil/Ca-bentonite backfills for the cutoff walls are very limited.
