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ASTM Selected Technical Papers
Advanced Triaxial Testing of Soil and Rock
By
RT Donaghe
RT Donaghe
1
U.S. Army Corps of Engineers, Waterways Experiment Station
,
Vicksburg Miss.
;
symposium cochairman and coeditor
Search for other works by this author on:
RC Chaney
RC Chaney
2
Telonicher Marine Laboratory, Humboldt State University
,
Arcata, California
;
symposium cochairman and coeditor
Search for other works by this author on:
ML Silver
ML Silver
3Department of Civil Engineering,
University of Illinois
,
Chicago, Illinois
;
symposium cochairman and coeditor
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ISBN-10:
0-8031-0983-0
ISBN:
978-0-8031-0983-4
No. of Pages:
904
Publisher:
ASTM International
Publication date:
1988

A large-diameter triaxial cell (φ 300 mm) is presented. Its uniqueness lies in the double measuring system of all parameters: axial strain, volumetric strain, and pore pressures. Owing to this system, accurate measurements can be taken, enabling the determination of the soil constitutive relationships from very small strains (elastic behavior) to failure strains. The cell can be used either under quasistatic monotonic or cyclic dynamic loadings. The apparatus has been used to evaluate the accuracy of the measurements and the influence of sample size on elastic Young's modulus, Poisson's ratio, and variation of secant modulus with strain.

Preliminary results show that, as opposed to conventional testing, significantly improved results are obtained with the double measuring system.

1.
El Hosri
,
M. S.
, “
Contribution à l'étude des proprétés mécaniques des matériaux en régime non permanent
,” Thèse de docteur ingénieur,
Ecole Centrale des Arts et Manufactures
, Châtenay-Malabry, France,
1979
.
2.
El Hosri
,
M. S.
, “
Contribution à l'étude des proprétés mécaniques des matériaux
,” Thèse d'état,
Université de Paris VI
,
1984
.
3.
Flavigny
,
F.
, “
Sur les conditions d'essais
,”
Rapport interne EDF
,
Electricité de France
,
Villeurbanne
, France, 1984.
4.
Idriss
,
I. M.
and
Kennedy
,
R. P.
, “
Analysis for Soil Structure Interaction Effects for Nuclear Power Plants
,”
Report by Ad Hoc Group on Soil Structure Interaction
.
Committee on Nuclear Structures and Materials of the Structural Division of ASCE
,
1980
.
5.
Pecker
,
A.
, “
Etude expérimentale du comportement dynamique d'alluvions dans une cellule triaxiale φ 300 mm
,”
Proceedings du Premier Colloque National de Génie Parasismique
, Vol.
I
,
1986
, pp. 3-13.
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