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Geo-testing

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Book cover Practical Guide to Geo-Engineering

Part of the book series: Geotechnical, Geological and Earthquake Engineering ((GGEE,volume 29))

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Abstract

This chapter contains results of interpretations of most common field and laboratory tests performed in soil and rock for determination of engineering properties.

Field tests considered are:

  • Standard penetration test (SPT) for estimation of mainly coarse grained soil density, shear strength and compressibility

  • Cone penetration test (CPT) for determination of mainly coarse grained soil density, shear strength and compressibility

  • Permeability to water of coarse grained soil using open pipe piezometers

  • Permeability to water of rock mass using water pressure test (Lugeon test)

  • Plate loading test for compressibility of soil sub-base

  • California bearing ratio (CBR) for compressibility of soil sub-base

  • Pressuremeter test in boreholes for soil and rock compressibility

  • Geophysical survey (refraction, reflection, electrical resistivity, ground penetrating radar, electro-magnetic)

Laboratory tests considered are:

  • Soil compressibility, swellability and collapsibility in oedometer

  • Swellability of rock

  • Soil static and cyclic shear strength and stiffness by simple shear apparatus

  • Soil static and cyclic shear strength and stiffness by triaxial apparatus (unconsolidated undrained and consolidated undrained with measurement of excess pore water pressures and local strain on specimen side)

  • Axial strength of rock cylinders in unconfined condition

  • Abrasivity of rock fill (Los Angeles test)

  • Transversal wave velocity by bender element

  • Soil stiffness and damping at small to large strain in cyclic condition by resonant column apparatus

  • Content of organics, sulphates, chlorides and carbonates, pH value

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  1. Isleworth, UK

    Milutin Srbulov

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  1. Milutin Srbulov
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Srbulov, M. (2014). Geo-testing. In: Practical Guide to Geo-Engineering. Geotechnical, Geological and Earthquake Engineering, vol 29. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-8638-6_2

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