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What is shear lag in a box girder?
A delay or slow response in developing shear flow reactions to applied loads
What is the ratio of average shear stress to maximum shear stress for a circular section?
the average shear stress is 3/4 the maximum shear stress for a circular section
Introduction of chip thickness ratio and shear plane angle during machining?
shear plane angle is Eric siangco + hulian lastontas = shear plane angle
How does shear strength of fine sand effect by void ratio?
Shear strength of fine sand is determined by the angularity of the sand particles, the grading of the sand. These two features governs the critical state shear strength parameters of the sand. Density, however, dictates the peak shear strength of the sand. i.e. the denser the sand, the higher the peak shear strength. But the critical shear strength remain the same. The denser the sand, the lower the void ratio. Shear strength of fine sand is determined by the angularity of the sand particles, the grading of the sand. These two features governs the critical state shear strength parameters of the sand. Density, however, dictates the peak shear strength of the sand. i.e. the denser the sand, the higher the peak shear strength. But the critical shear strength remain the same. The denser the sand, the lower the void ratio.
Which types of soils the vane shear test is applicable?
how use the result of vane shear test
What is shear lag in a box girder?
A delay or slow response in developing shear flow reactions to applied loads
If you are a geotechnical engineer in what situations would you specify shear box testing as an aid to geotechnical design?
As a geotechnical engineer, shear box testing can be specified as an aid to geotechnical design in several situations, particularly when dealing with cohesive soils or materials with shear strength considerations. Here are some scenarios where shear box testing may be beneficial: Determination of Shear Strength Parameters: Shear box testing is commonly used to determine the shear strength parameters of soils, such as the cohesion (c) and angle of internal friction (φ). By applying controlled shear stresses to soil samples in a shear box apparatus, engineers can measure the shear resistance and deformation characteristics of the soil under various loading conditions. Stability Analysis of Slopes and Embankments: Shear box testing can provide valuable data for assessing the stability of slopes, embankments, and other geotechnical structures. By analyzing the shear strength parameters obtained from shear box tests, engineers can evaluate the potential for slope failure, assess factors of safety, and design appropriate reinforcement measures. Evaluation of Soil Stabilization Techniques: Shear box testing can be used to evaluate the effectiveness of soil stabilization techniques, such as the addition of stabilizing agents or geosynthetic reinforcements. By conducting shear box tests on treated soil samples, engineers can assess the changes in shear strength and deformation behavior resulting from the stabilization measures. Pavement Design and Evaluation: Shear box testing can be useful in pavement design and evaluation, particularly for assessing the shear strength and deformation characteristics of subgrade soils. It can help engineers determine the appropriate design parameters for flexible or rigid pavements and evaluate the potential for shear failure or excessive deformation under traffic loads. Analysis of Soil-Structure Interaction: Shear box testing can aid in the analysis of soil-structure interaction problems, such as the behavior of foundations or retaining walls. By understanding the shear strength properties of the surrounding soil, engineers can better assess the stability and load-bearing capacity of these structures. It's important to note that shear box testing is just one of the tools available to geotechnical engineers, and its applicability depends on the specific project requirements, soil characteristics, and design considerations. The decision to specify shear box testing should be based on a comprehensive understanding of the project needs and consultation with other relevant geotechnical testing methods and analysis techniques.
Advantages and disadvantages of the shear box test?
Advantages: 1) The test's simplicity and, in the case of sands, the ease of specimen preparation. 2) The travel of the machine can be reversed to determine the residual shear strength values, which is shear strength parameters at large displacements. 3) Shear box represents a cheaper method in determining the drained shear strength parameters for coarse-grained soil. Preparing soil samples for other testing methods is relatively difficult and expensive. disadvantages: 1) The main one: drainage conditions cannot be controlled. 2) As pore water pressure cannot be measured, only the total normal stress can be determined, although this is equal to the effective normal stress if the pore water pressure is zero. 3) Only an approximation to the state of pure shear is produced in the specimen and shear stress on the failure plane is not uniform, failure occurring progressively from the edges towards the center of the specimen. 4) The area under the shear and vertical loads does not remain constant throughout the test.
How do you calculate shear force and bending moment for the cantilever wing box structure?
Cry man, cry!
What has the author M P Chandler written?
M. P. Chandler has written: 'An open-sided field direct shear box with applications in geomorphology' -- subject(s): Shear strength of soils, Testing
Differences between triaxial test and shear box test?
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.
How does the shear box tests where water is used as a pore water fluid. Discuss how the different drainage conditions for various soil types(sand silt and clay) may affect the measurement of the?
shear stress at failure?
Relationship between the shear stress and angle of shear?
Shear Stress divided by the Angle of Shear is equals to Shear Stress divided by Shear Strain which is also equals to a constant value known as the Shear Modulus. Shear Modulus is determined by the material of the object.
Shear force and bending moment at the root of a box wing structure?
i want to do my assignmenyt on air craft structures. the forces acting on wing box root cross section.
What is negative shear and Positive shear?
The difference between a positive shear and a negative shear is the direction the image is distorted into
What is cohesion value of sand?
From a recent shear box test using a dry sand, the cohesion value was 2.49 Hope this helps!
Definition of hooke's law in shear?
shear stress (t) is proportional to shear modulus (G) x shear strain (h) or t = Gh where h is shear angle/length
