Abstract
A new incremental loading device has been designed and fabricated to hydraulically control the axial stresses in triaxial compression and extension. Several different types of stress paths may be used during shear testing without the problems associated with conventional stress-controlled tests using dead weights. The versatility of the loading device is demonstrated by presenting the results of typical tests. Other potential uses of this test apparatus are also cited.
Issue Section:
Research Papers
References
1.
Bishop
, A. W.
and Henkel
, D. J.
, The Measurement of Soil Properties in the Triaxial Test
, Edward Arnold Ltd.
, London
, 1962
, p. 223.2.
Lundgren
, R.
, Mitchell
, J. K.
, and Wilson
, J. H.
, “Effects of Loading Method on Triaxial Test Results
,” Journal of Soil Mechanics and Foundations Division
, Vol. 94
, SM2
, 02
1968
, pp. 407
-419
.3.
Rendulic
, L.
, “Relationship Between Void Ratio and Effective Principal Stresses for a Remoulded Silty Clay, Discussion
,” in Proceedings of the First International Conference on Soil Mechanics and Foundation Engineering
, Vol. 3
, Harvard University
, Cambridge
, 1936
, pp. 48
-51
.4.
Henkel
, D. J.
, “The Relationships Between the Strength, Pore Water Pressure and Volume Change Characteristics of Saturated Clays
,” Geotechnique
0016-8505, Vol. 9
, No. 3
, 09
1959
, pp. 119
-135
.5.
Henkel
, D. J.
, “The Shear Strength of Saturated Remoulded Clays
,” in Proceedings of the Research Conference on Shear Strength of Cohesive Soils
, American Society of Civil Engineers
, New York
, 1960
, pp. 534
-554
.6.
Henkel
, D. J.
, “The Relationships Between the Effective Stress and Water Contents in Saturated Clays
,” Geotechnique
0016-8505, Vol. 10
, No. 2
, 06
1960
, pp. 41
-54
.7.
Taylor
, D. W.
, Fundamentals of Soil Mechanics
, John Wiley
, New York
, 1948
, pp. 329
-361
.8.
Lambe
, T. W.
, “Stress Path Method
,” Journal of Soil Mechanics and Foundations Division
, Vol. 93
, SM6
, 11
1967
, pp. 309
-334
.9.
Roscoe
, K. H.
, Schofield
, A. N.
, and Thurairajah
, A.
, “Yielding of Clays in States Wetter than Critical
,” Geotechnique
0016-8505, Vol. 13
, No. 3
, 09
1963
, pp. 211
-240
.10.
Krishnamurthy
, M.
, Nagaraj
, T. S.
, and Sridharan
, A.
, “Strength Anistropy of Layered Soil System
,” Proceedings of the American Society of Civil Engineers, Journal of Geotechnical Engineering Division
, Vol. 106
, No. GT 10
, 10
1980
, pp. 1143
-1147
.
This content is only available via PDF.
All rights reserved. This material may not be reproduced or copied, in whole or in part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ASTM International.
You do not currently have access to this content.