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Prediction of Angle of Internal Friction Based on SPT N Values

Prediction of Angle of Internal Friction Based on SPT N Values

igs.org.in

Standard penetration test (SPT) is widely used in-situ test for measuring the geotech-nical properties of soil, bearing capacity of soil and shear strength of soil. For the construction site, standard penetration test is required to get the undisturbed soil sam-ple. The penetration resistance depends on grain size of soil.

  Tests, Standards, Penetration, Standard penetration test

GEOTECHNICAL FIELD TEST CORRELATIONS - Hacettepe

GEOTECHNICAL FIELD TEST CORRELATIONS - Hacettepe

yunus.hacettepe.edu.tr

standard penetration test N value corrected for both field testing procedures and overburden pressure — correction ftwtor to account for the overburden pressure. As indicated in Eq. 2.5, is approximately equal to where is the vertical effective stress, in kPa. Suggested maximum values of CN range from 1.7 to 2.0 (Youd and Idrixs, 1997, 2001).

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IS 1893-4 (2005): Criteria for earthquake resistant design ...

IS 1893-4 (2005): Criteria for earthquake resistant design ...

law.resource.org

Standard penetration test value (SPT value) of the soil Square root of sum of squares Undamped natural period of vibration of the structure Seismic weight of floor, i Zone factor jth normalized mode shape Influence vector-displacement vector of the structural system Mode shape coefficient at floor, i, in mode, k Mode vector value from the primary

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Design Manual Engineering Properties of Soil and Rock

Design Manual Engineering Properties of Soil and Rock

www.iowadot.gov

Standard Penetration Test (SPT). The undrained shear strength (Su) can be estimated for low plasticity clays (PI ≤ 10) and medium to high plasticity clays (11 ≤ PI ≤ 40) using the relationship developed by McGregor and Duncan, 1986, see Figure 1.

  Tests, Standards, Penetration, Standard penetration test

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