Residual Strength of Clay and Clay-shales by Rotation Shear Tests

Residual Strength of Clay and Clay-shales by Rotation Shear Tests
Author: Daniel P. LaGatta
Publisher:
Total Pages: 234
Release: 1970
Genre: Clay
ISBN:

The objectives of this investigation were to develop a rotation shear machine to measure the residual shear strength (constant shearing resistance at which material undergoes continuous deformation under a constant state of effective stress) of clays and clay-shales; investigate testing errors; and measure residual shear strengths of representative types of highly plastic clays and clay-shales. In the rotation shear test, torque is applied to the bottom of the specimen and two force transducers measure the couple necessary to maintain the upper half of the specimen stationary. Disc-shaped or annular specimens with thicknesses from 0.1 to 2.5 cm and outside diameters of 7.11 cm can be tested. Variations in residual shear strength were investigated for normally consolidated versus overconsolidated specimens, for specimens sheared at different rates of peripheral displacement, and for specimens prepared by several different remolding procedures. (Author Modified Abstract).

Engineering Properties of Clay Shales

Engineering Properties of Clay Shales
Author: Frank C. Townsend
Publisher:
Total Pages: 130
Release: 1974
Genre: Clay
ISBN:

This report compares various laboratory procedures and equipment used for determining the residual strength of clay shales. The effects of testing apparatus, specimen type, normal load, and rate of displacement on the residual strength of various clay shales were evaluated by relations between residual strength and Atterberg limits, grain size, and mineralogy were examined. (Modified author abstract).

The Effect of Rate of Displacement on Measuring the Residual Strength of Clays

The Effect of Rate of Displacement on Measuring the Residual Strength of Clays
Author: Daniel P. LaGatta
Publisher:
Total Pages: 35
Release: 1971
Genre: Clay
ISBN:

Rotation shear tests were performed with a device developed to measure residual shear strengths of clays clay shales, on annual specimens of remolded Bearpaw shale and remolded London clay. Rates of displacement in comparative tests, are expressed in peripheral velocities of the annular specimens. (Author).

Effects of Specimen Type on the Residual Strength of Clays and Clay Shales

Effects of Specimen Type on the Residual Strength of Clays and Clay Shales
Author: PA. Gilbert
Publisher:
Total Pages: 23
Release: 1976
Genre: Annular shear tests
ISBN:

This investigation was an examination of the effects of testing apparatus, specimen type and density, normal stress, and sequence of loading on the residual strength of various clays and clay shales. Annular shear and repeated direct shear tests were conducted on intact shale specimens with precut failure planes, while comparison rotational shear tests were conducted on the same shale material subjected to various degrees of remolding. Test results indicate that comparable residual strengths can be obtained, regardless of equipment type and procedure or degree of remolding. Supplemental annular shear tests on residual clay and silty sand show that precutting of the failure plane or the specimen density has no effect on the ?r' value. The residual friction angle is independent of stress history and normal load [when greater than 2 kg/cm2 (1.96 x 105 Pa)].

Clay and Shale Slope Instability

Clay and Shale Slope Instability
Author: William C. Haneberg
Publisher: Geological Society of America
Total Pages: 160
Release: 1995
Genre: Technology & Engineering
ISBN: 0813741106

Ten papers address both empirical and analytical aspects of clay and shale slope instability. Among the topics discussed in detail are: limit equilibrium stability analysis, shear strength of clay and clayey colluvium, use of triaxial test data to evaluate viscoplastic slope movements, numerical modeling of pore pressure distribution in heterogeneous soils, rational analysis of rainfall and landslide movement patterns, the effects of hydrothermal alteration on slope stability, mudrock durability and stability considerations, and regional clay and shale slope stability problems in Italy.

Engineering Sites

Engineering Sites
Author:
Publisher: Elsevier
Total Pages: 862
Release: 2013-10-22
Genre: Science
ISBN: 0444598014

Developments in Geotechnical Engineering, Vol. 14B: Rockslides and Avalanches, 2: Engineering Sites focuses on initiatives to offer a foundation for studies of mass movement phenomena in the Western Hemisphere. The selection first takes a look at the contributions of Josef Stini to engineering, geology, and slope movement investigations, the concept of Karl Terzhagi on rockslides, and the contributions of Laurits Bjerrum to the mechanics of rockslides. Concerns cover stability of hard rock slopes, influence of geological details, relation between slide process and remedial treatment, water pressure in pores and fractures, slope creep, rockslides, and avalanches, and early warning of an impending slide. The publication then examines rock slope movements with hydroelectric power projects in Mexico, Bighorn Reservoir slides in Montana, U.S.A., rock avalanche and wave at Chungar, Peru, and wedge rockslides in Libby Dam and Lake Koocanusa in Montana. The text examines Hogarth Pit slope failure in Ontario, Canada, pit slope performance in shale in Wyoming U.S.A., Twin Buttes pit slope failure in Arizona, U.S.A., and the Prime Mine slope failure in Arizona, U.S.A. Discussions focus on stability analyses, description of slope failures, cause of failure, remedial actions, geotechnical properties of tertiary shales, and subsequent slope performance. The selection is a valuable source of data for researchers interested in rockslides and avalanches.