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A triaxial testing procedure is presented for measuring the increase in shear strength resulting from soil suction in an unsaturated soil. Necessary modifications on a conventional triaxial cell are described. A simple graphical method is presented to interpret the test data in accordance with the shear strength equation for unsaturated soils.
Geotechnical engineer, Fugro (Hong Kong) Ltd., Hong Kong,
Professor, University of Saskatchewan, Saskatoon, Saskatchewan
Stock #: GTJ10795J