Abstract

A revolutionary technology is introduced enabling the measurement and presentation of normal stress distribution over an area in real time. A flexible, grid-based, tactile pressure sensor allows pressure to be measured in up to 2288 (52 × 44) sensing locations. The overall shape and size of the measured area can vary with sensors up to 427 by 488 mm in size. Pressure ranges are possible up to 172 MPa (25 ksi). The system was originally developed for dental purposes and has been used in other medical and mechanical applications as well.

The implementation of the system is complex due to three factors: (a) the measurements are relative and hence absolute calibration is required; (b) the measurements are carried out simultaneously at a large number of points, and a calibration system calls for the development of “known” conditions at each point; and (c) the novel technology makes use of new principles and materials that can be influenced by loadrate, post-loading effects, creep, and hysteresis in addition to unfamiliar problems like trapped air.

The preliminary examination of the technology for geotechnical applications is introduced through tests with ideal granular material. A calibration system was developed, and the sensors were examined through various loading and unloading rates as well as unchanging pressure conditions. The mean stress measurement depends on the pressure application sequence (stress history) with overall high accuracy compared to existing intruding soil pressure measurement techniques. The ability to examine stress variations over an area in real time is unmatched by any other existing means. The measurements of stresses developed along the front boundary of an interfacial shear device are used for demonstrating the system's application.

References

1.
Allersma
,
H. G. B.
,
1987
, “
Optical Analysis of Stress and Strain in Photoelastic Particle Assemblies
,”
Delft University of Technology
,
the Netherlands
.
2.
Boyce
,
S. C.
,
01
1983
, “
Laboratory Determination of Horizontal Stress In Cohesionless Soil
,” Ph.D. Thesis and Geotechnical Engineering Report 83-1,
School of Civil and Environmental Engineering, Cornell University
, Ithaca, NY, p. 310.
3.
Connors
,
P. J.
,
12
1995
, “
Examination of Boundary Effects in Interfacial Testing
,” M. S. thesis submitted to the Department of Civil and Environmental Engineering,
University of Massachusetts—Lowell
.
4.
Czernik
,
D. E.
and
Miszczak
,
F. L.
,
02
1991
, “
A New Technique to Measure Real Time Static and Dynamic Gasket Stresses
,” SAE Technical Paper Series No. 910205,
International Congress and Exposition
,
Detroit, MI
, pp.
1
-
11
.
5.
Drescher
,
A.
,
De Josselin
, and
De Jong
,
G.
,
1972
, “
Photoelastic Verification of a Mechanical Model for the Flow of a Granular Material
,”
Journal of the Mechanics and Physics of Solids
 0022-5096 https://doi.org/10.1016/0022-5096(72)90029-4, Vol.
20
, pp.
337
-
351
.
6.
Dyer
,
M. R.
,
1985
, “
Observation of the Stress Distribution in Crushed Glass with Application to Soil Reinforcement
,” Ph.D. thesis,
Department of Engineering Science, University of Oxford
, England.
7.
Fang
,
Y. S.
,
Chen
,
T. J.
, and
Wu
,
B. F.
,
08
1994
, “
Passive Earth Pressures with Various Wall Movements
,”
ASCE Journal of Geotechnical Engineering
, Vol.
120
, No.
8
, pp.
1307
-
1323
.
8.
Fang
,
Y. S.
and
Ishibashi
,
I.
,
03
1986
, “
Static Earth Pressures with Various Wall Movements
,”
ASCE Journal of Geotechnical Engineering
, Vol.
112
, No.
3
, pp.
317
-
333
.
9.
Filz
,
G. M.
and
Brandon
,
T. L.
,
1994
, “
Static and Dynamic Measurements Using Embedded Earth Pressure Cells
,”
Transportation Research Record
1432
,
Transportation Research Board
,
Washington, DC
, pp.
86
-
95
.
10.
Filz
,
G. M.
and
Duncan
,
J. M.
,
12
1993
, “
Drift of Flush-Mounted Pressure Cell Readings
,”
ASTM Geotechnical Testing Journal
, Vol.
16
, No.
4
, pp.
432
-
441
.
11.
Gill
,
J.
,
05
1991
, “
Visualization of the Microstructural Response of Lightly-Cemented Granular Soils Under Uniaxial Strain Conditions
,”
Proceedings
,
Conference on Mechanics, Computing in 1990s and Beyond
, Vol.
II
,
Columbus, OH
,
ASCE
,
New York
, pp.
1040
-
1045
.
12.
Hillis
,
W. D.
,
04
1981
, “
Active Touch Sensing
,”
Artificial Intelligence Laboratory Memo
629
,
Massachusetts Institute of Technology
,
Cambridge, MA
(see Podoloff and Benjamin,
1992
).
13.
Jáky
,
J.
,
10
1944
, “
The Coefficient of Earth Pressure at Rest
,”
Journal of the Society of Hungarian Architects and Engineers
, pp.
355
-
358
.
14.
Paikowsky
,
S. G.
,
DiRocco
,
K. J.
, and
Xi
,
F.
, 18–19 March 1993, “
Interparticle Contact Force Analysis and Measurements Using Photoelastic Techniques
,”
Proceedings
,
2nd International Conference on Discrete Element Methods (DEM)
, MIT, IESL (MIT) publication, pp.
449
-
461
.
15.
Paikowsky
,
S. G.
,
Player
C. M.
, and
Connors
P. J.
,
06
1995
, “
A Dual Interface Apparatus for Testing Unrestricted Friction of Soil Along Solid Surfaces
,”
ASTM Geotechnical Testing Journal
, pp.
168
-
193
.
See also erratum,
ASTM Geotechnical Testing Journal
, Vol.
18
, No.
4
, p. 513.
16.
Paikowsky
,
S. G.
,
Xi
,
F.
, and
Hajduk
E. L.
,
12
1996
,
closure to a discussion on “A Dual Interface Apparatus for Testing Unrestricted Friction of Soil Along Solid Surfaces
,”
ASTM Geotechnical Testing Journal
, Vol.
19
, No.
4
, pp.
447
-
451
.
17.
Phillips
,
A. B.
,
1972
, “
Strength and Deformation of Layered Sand
,” Ph.D. thesis,
University College
, London.
18.
Podoloff
,
R. M.
and
Benjamin
,
M.
,
1989
, “
Tactile Sensor for Analyzing Dental Occlusion
,”
SOMA Engineering for the Human Body
, Vol.
3
, No.
3
, pp.
1
-
6
.
19.
Purbrick
,
J. A.
,
04
1981
, “
A Force Transducer Employing Conductive Silicone Rubber
,”
First Robotic Vision and Sensors Conference
,
Stratford-on-Avon, UK
(see Podoloff and Benjamin, 1992).
20.
Sehn
,
A. L.
and
Duncan
,
J. M.
,
1990
, “
Experimental Study of Earth Pressures on Retaining Structures
,”
Geotechnical Engineering Division, Department of Civil Engineering, Virginia Polytechnic Institute and State University
,
Blacksburg, VA
(see Filz & Duncan 1993).
21.
Selig
,
E. T.
,
03
1989
, “
In Situ Stress Measurements
,”
Proceedings
,
Symposium on State of the Art of Pavement Response Systems for Roads and Airfields
,
W. Lebanon
,
NH
.
22.
Tatsuoka
,
F.
,
Nakamura
,
S.
,
Huang
,
C.-C.
, and
Tani
,
K.
,
03
1990
, “
Strength Anisotropy and Shear Band Direction in-Plane Strain Tests of Sand
,”
Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering
, Vol.
30
, No.
1
, pp.
35
-
54
.
23.
Tatsuoka
,
F.
,
Okagara
,
M.
,
Tanaka
,
T.
,
Tani
,
K.
,
Morimoto
,
T.
, and
Siddiquee
,
M. S. A.
,
1991
, “
Progressive Failure and Particle Size Effect in Bearing Capacity of a Footing on Sand
,”
Geotechnical Engineering Congress 1991
, Vol.
II
, Geotechnical Special Publication No. 27, pp.
788
-
802
.
24.
Tekscan
, “
Corporate Capabilities Manual
,”
Tekscan Inc.
,
Boston
,
1992
.
25.
Uesugi
,
M.
,
Kishida
,
H.
, and
Tsubakihara
,
Y.
,
09
1989
, “
Friction Between Sand and Steel Under Repeated Loading
,”
Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering
, Vol.
29
, No.
3
, pp.
127
-
137
.
26.
Yoshimi
Y.
and
Kishida
,
T.
,
12
1981
, “
A Ring Torsion Apparatus for Evaluating Friction Between Soil and Metal Surfaces
,”
ASTM Geotechnical Testing Journal
, Vol.
4
, No.
4
.
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