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CONSTANT VOLUME RING SHEAR APPARATUS (1996)
The paper describes a constant volume ring shear apparatus that allows the measurement of the undrained peak and residual shear strengths of cohesive soils. The undrained peak and residual strengths are applicable to seismic stability evaluations of slopes comprised of or founded on cohesive soil.
Reference:
Geotechnical Testing Journal, GTJODJ, Vol 19, No 1, 1996 pp 3-11
Geotechnical Testing Journal, GTJODJ, Vol 19, No 1, 1996 pp 3-11
Organization:
University of Ilinois, USA
USA
University of Ilinois, USA
USA
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