Springer Professional. Back to the search result list. Table of Contents. Hint Swipe to navigate through the chapters of this book Close hint. Correlations of SPT N value with relative density, peak drained friction angle and modulus of elasticity of sand are discussed in detail. In clays, correlations to obtain the undrained shear strength, preconsolidation pressure, over consolidation ratio are provided.
Correlation between SPT-N value, friction angle, and relative density
Standard Penetration Test - andrea-phillips.com
We were unable send the link to your email. Please check your email. The result of Standard penetration test SPT is number of blows N penetration resistance , needed to penetrate a sampling device to the soil or rock by a so called Interval of penetration depth 0,3 m 1 ft. The number of blows N measured during the SPT test is correlated for the reason of various testing devices and for influence of weight of overburden in sands. Corrected correlated value N 60 is used in calculations. Correlated number of blows N 60 is calculated according this equation:.
The standard penetration test is an in-situ dynamic penetration test designed to provide information on the geotechnical engineering properties of soil. View Complete Details. Contact Seller Ask for best deal. Get Latest Price Request a quote. Share via.
To perform standard penetration to obtain the penetration resistance N-value along the depth at a given site. Geotechnical-Material Engineer. To know more about me just visit AboutMe.
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