Abstract

A relatively compact soil testing system that is capable of performing monotonic/cyclic triaxial and torsional simple shear tests has been developed. A high-torque direct-drive, servo/stepper motor is used to provide the driving force. Under the servo mode, the motor could be controlled to provide a constant torque, which is used in stress-controlled tests. Strain-controlled tests are conducted using the stepper control mode. To perform triaxial tests, the rotational motion of the motor is transformed into linear motion using a preloaded ball screw shaft. A preloaded ball spline shaft directly attached to the motor is used to perform torsional simple shear tests. Because there are no gears in the driving system, there is no backlash during reversals of loading directions. The motor is equipped with an encoder and an indexer. The extremely rigid driving system and high resolution of the encoder enable the linear and rotational displacement to be monitored through the encoder/indexer system. Test control and data logging are fully automated using a personal computer. This paper provides details of the apparatus. A set of strain-controlled test data are presented to demonstrate capabilities of the new apparatus.

References

1.
Alarcon
,
A.
,
Chameau
,
J. L.
, and
Leonards
,
G. A.
,
1986
, “
A New Apparatus for Investigating the Stress-Strain Characteristics of Sands
,”
Geotechnical Testing Journal, ASTM
, Vol.
9
, No.
4
, pp.
204
-
212
.
2.
Chan
,
C. K.
,
Seed
,
H. B.
, and
Monismith
,
C. L.
,
1955
, “
Effects of Repeated Loading on the Strength and Deformation of Compacted Clay
,”
Proceedings
,
Highway Research Board
,
Washington, DC
, Vol.
34
, pp.
541
-
558
.
3.
Chan
,
C. K.
,
1981
, “
An Electropneumatic Cyclic Loading System
,”
Geotechnical Testing Journal, ASTM
, Vol.
4
, No.
4
, pp.
183
-
187
.
4.
Castro
,
G.
,
1969
, “
Liquefaction of Sands
,” Harvard Soils Mechanics Series, No.
81
,
Cambridge, MA
.
5.
Dobry
,
R.
,
Vasquez-Herrera
,
A.
,
Mohamad
,
R.
, and
Vucetic
,
M.
,
1985
, “
Liquefaction Flow Failure of Silty Sand by Torsional Cyclic Tests
,”
Proceedings
,
Advances in the Art of Testing Soils Under Cyclic Conditions, ASCE Convention in Detroit
,
Michigan
,
Khosla
V.
, Ed.,
ASCE
,
New York
, pp.
29
-
50
.
6.
Pickering
,
D. J.
,
1973
, “
Drained Liquefaction Testing in Simple Shear
,”
Journal of Soil Mechanics and Foundations Division, ASCE
, Vol.
99
, No.
SM12
, pp.
1179
-
1184
.
7.
Saada
,
A. S.
and
Townsend
,
F. C.
,
1981
, “
State-of-the art: Laboratory Strength Testing of Soils
,”
Laboratory Shear Strength of Soils
, STP 740,
Yong
R. N.
and
Townsend
F. C.
, Eds.,
ASTM
,
Philadelphia
, pp.
7
-
77
.
8.
Silver
,
M. L.
and
Seed
,
H. B.
,
1971
, “
Deformation Characteristics of Sand Under Cyclic Loading
,”
Journal of Soil Mechanics and Foundations Division, ASCE
, Vol.
97
, No.
SM8
, pp.
1081
-
1098
.
9.
Thiers
,
G. R.
and
Seed
,
H. B.
,
1969
, “
Cyclic Stress-Strain Characteristics of Clay
,”
Journal of Soil Mechanics and Foundations Division, ASCE
, Vol.
94
, No.
SM2
, pp.
555
-
569
.
10.
Timmerman
,
D. H.
and
Wu
,
T. H.
,
1969
, “
Behavior of Dry Sand Under Cyclic Loading
,”
Journal of Soil Mechanics and Foundations Division, ASCE
, Vol.
95
, No.
SM4
, pp.
1097
-
1111
.
11.
Toki
,
S.
and
Kitago
,
S.
,
1974
, “
Strength Characteristics of Dry Sand Subjected to Repeated Loading
,”
Soils and Foundations
, Vol.
14
, No.
3
.
This content is only available via PDF.
You do not currently have access to this content.