Subscription required for access to full text. License restrictions may limit access.
Summary
This test is intended to determine the ultimate shearing resistance of clay soils (Note), sampled by the penetration method, by measuring the force required to cause the failure in double shear of a soil cylinder having a cross-sectional area of 1¿̐ư sq. in.
Dates of Publication and/or Sequential Designation
Also available online via the World Wide Web. Tables of contents and abstracts freely available; full-text articles available by subscription. Full text article also available for purchase. Also available in PDF edition.
Reproduction Note
Electronic reproduction. W. Conshohocken, Pa. : ASTM International, 1970. Mode of access: World Wide Web. System requirements: Web browser. Access may be restricted to users at subscribing institutions.