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Shear box tests are generally suitable for cohensionless soil except fine sand and silt whereas triaxial test is suitable for all types of soils. Pressure changes and volume changes can be measured directly in triaxial test which is not possible in shear box test. Pore water pressure can be measured in the case of triaxial test which is not possible in direct shear test. Triaxial machine is more adaptable. The stress distribution across the soil sample in the failure plane is more uniform in triaxial test. The complete state of stress is known at all intermediate stages up to failure during the triaxial test whereas only the stress at failure are known in the direct shear test. In triaxial test, there is complete control over the drainage conditions, where control of drainage conditions is very difficult in shear box test.

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What are the difference between result obtained from ultrasonic test and triaxial test?

Triaxial testing will yield static strength properties of the material while ultrasonic measurements will give dynamic strength properties. The two can be related to each other by using various relationships between Young's Modulus, Bulk Modulus, Shear Modulus and Poisson's ratio. Static results should be lower than the dynamic results.


What is basic friction angle?

Friction angle or also known as angle of repose of soil is the subtended angle formed between the side slope with the vertical of a loose heap of the soil. This can also be determined by the triaxial shear test on soil conducted in laboratory.


What is the aim of the triaxial compresion test?

The aim of the triaxial compression test is to determine the shear strength and stress-strain behavior of soil or rock materials under controlled conditions. By applying confining pressure and axial load, the test simulates in-situ stress conditions, allowing for the assessment of how the material will perform under different loading scenarios. The results provide essential data for geotechnical engineering applications, such as foundation design and slope stability analysis.


Why vane shear test is done for clay only and not for sand?

Vane shear test is typically done for clay because clay is more likely to exhibit shearing behavior due to its cohesive nature, which requires a specific method to determine its strength properties. Sand, on the other hand, is generally considered non-cohesive and is better tested using other methods such as direct shear or triaxial tests to determine its strength properties.


Direct shear test of metal specimen?

what the neccecities of shear test of brass & mild steel


Which types of soils the vane shear test is applicable?

how use the result of vane shear test


How can one determine the shear modulus of a material?

The shear modulus of a material can be determined by conducting a shear test, where a force is applied parallel to the surface of the material to measure its resistance to deformation. The shear modulus is calculated by dividing the shear stress by the shear strain experienced by the material during the test.


Why do you use fixing screw in direct shear test?

In a direct shear test, fixing screws are used to secure the shear box and prevent any movement or displacement during the test. This ensures that the applied shear force acts only on the sample, allowing for accurate measurement of shear strength. Additionally, fixing screws help maintain the alignment of the apparatus, which is critical for obtaining reliable and consistent test results.


Why modulus of rigidity is not considered in shear test?

The modulus of rigidity, or shear modulus, is not typically considered in shear tests because these tests primarily focus on determining the material's shear strength and behavior under shear loading. Shear tests, such as the torsion test or direct shear test, measure how materials deform and fail under shear stresses, rather than quantifying their elastic properties. While the shear modulus can be derived from the initial linear portion of the stress-strain curve in some tests, the main objective is to evaluate the material's performance and failure characteristics under shear conditions.


What are the principles or the shear box test used in engineering?

The shear box test, also known as the direct shear test, is used in geotechnical engineering to determine the shear strength parameters of soil. The test involves placing a soil sample in a shear box divided into two halves and applying a normal load while horizontally shearing the soil until failure occurs. The principles behind the test include the assessment of shear stress and normal stress on the failure plane, which helps in calculating the soil's cohesion and internal friction angle. This information is crucial for designing foundations, slopes, and other structures that interact with soil.


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