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ASTM Selected Technical Papers
The Pressuremeter and its Marine Applications: Second International Symposium
By
J-L Briaud
J-L Briaud
1Civil Engineering Department,
Texas A&M University
?
College Station, TX 77843 Symposium cochairman and editor
Search for other works by this author on:
JME Audibert
JME Audibert
2
Earth Technology Corporation
?
7020 Portwest Drive, Suite 150 Houston, TX 77024 Symposium cochairman and editor
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ISBN-10:
0-8031-0454-5
ISBN:
978-0-8031-0454-9
No. of Pages:
506
Publisher:
ASTM International
Publication date:
1985

Multi-yield surface model parameters, which define the stiffness (Hi), size (k(i)), and location (α1(i)) of a nest of yield surfaces were fitted to triaxial compression and extension data for nine fine grained soils [1,2]. Each set of model parameters were used in a computer program to calculate the total stresses (σrrzzϑϑ) and strains (εϑϑ, εrr) for an idealized load/unload pressuremeter stress path. The pressuremeter stress and strain data for all nine soils were utilized as the bassis for developing an empirical procedure which could be used to extract multi-yield surface model parameters from shear stress-strain data, (σrr − σϑϑ) versus εγγ. The empirical procedure was used to extract values of Hi, k(i), and αi(i) for each soil from the corresponding pressuremeter stress-strain data. The nine sets of model parameters fitted to (σrr − σϑϑ) versus εrr data where specified as input for a computer program which were then used to calculate the corresponding load/unload triaxial compression and extension stress-strain data, (σyyxx) versus εyy.

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(
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, in
05
1983
, in partial fulfillment of the requirement for the degree of Doctor of Philosophy.
2.
Kauschinger
,
J. L.
, and
Roesset
,
J. M.
, (
1983
b), “
Evaluation of a Multi-Yield Surface Elasto-Plastic Model
”,
International Conference on Constitutive Laws for Engineering Materials: Theory and Application
, January 10 – 14,
Tucson, Arizona
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Prevost
,
J. H.
, (
1977
), “
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”,
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W. D.
, (
1967
), “
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”,
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Z.
, (
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), “
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”,
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, Vol.
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7.
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, (
1985
), “
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10.
Wroth
,
C. P.
, and
Hughes
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, (
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), “
An Instrument for the In Situ Measurement of the Properties of Soft Clays
”,
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,
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,
J. H.
, (
1979
), “
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12.
Palmer
,
A. C.
, (
1972
), “
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”,
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13.
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,
B.
, (
1972
), “
In Situ Determination of Undrained Stress-Strain Behavior of Sensitive Clays with the Pressuremeter
”,
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, Vol.
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, No.
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14.
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,
F.
,
Jezequel
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,
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E.
, and
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A.
(
1972
) “
Expansion of Cylindrical Probes in Cohesive Soils
”,
Journal of the Soil Mechanics and Foundations Division
, American Society of Civil Engineers, Vol.
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,
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,
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, and
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J. J.
, (
1971
), “
Consolidated Undrained Plane Strain Shear Tests on Boston Blue Clay
”,
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R71-13, Soils Publication 273, MIT, March.
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,
C. C.
,
Williams
,
C. E.
,
Connell
,
D. H.
, and
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, (
1972
), “
Engineering Properties of Soft Foundation Clays at Two South Louisiana Levee Sites
”,
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,
R. K.
, and
Ko
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1980
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”,
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,
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19.
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,
T.
, (
1983
), “
The Effect of Consolidation Procedure on the Undrained Shearing Behavior of Normally Consolidated Clays Thesis Submitted to the Department of Civil Engineering
,
The University of Texas at Austin
.
20.
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,
P. V.
, and
Musante
,
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, (
1976
), “
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Mechanics and Structures Department, UCLA
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,
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, (
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), “
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”, Dissertation Submitted to the Department of Civil Engineering of the Massachusetss Institute of Technology in Partial Fulfillment of the Requirements for the Degree of Doctor of Philosophy.
22.
Saxena
,
S. K.
,
Hedberg
,
J.
, and
Ladd
,
C. C.
, (
1974
), “
Results of Special Laboratory Testing Program on Hackensack Valley Varved Clay
”,
Research Report
R74-66, Soils Publication 342, MIT, June.
23.
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,
Y. P.
, and
Campanella
,
R. G.
, (
1972
), “
Influence of Stress Path on the Plane Strain Behavior of Sensitive Clay
”, Soil Mechanics Series No.
19
,
The University of British Columbia
,
Vancouver
, April.
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