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ASTM Selected Technical Papers
Geotechnical Properties, Behavior, and Performance of Calcareous Soils
By
KR Demars
KR Demars
1
The University of Connecticut
,
Storrs, Conn. 06268
;
editor
.
Search for other works by this author on:
RC Chaney
RC Chaney
2
Humboldt State University
,
Arcata, Calif. 95521
;
editor
.
Search for other works by this author on:
ISBN-10:
0-8031-0787-0
ISBN:
978-0-8031-0787-8
No. of Pages:
424
Publisher:
ASTM International
Publication date:
1982

A large portion of the Mediterranean coastal plain of Israel is overlain by thick deposits of calcareous sands, sometimes cemented to varying degrees and forming a cemented sand known locally as kurkar. The paper presents a review of the geotechnical properties of these deposits, and methods used to evaluate them. Parameters so obtained have been used for the design and analysis of building foundations, cliff slope stability analyses, and liquefaction studies. It is found that in many cases considerable breakdown of calcareous cementing bonds occurs under conditions of high stress, with the result that the soil behaves as an essentially cohesionless material, sometimes having an extremely high compressibility.

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,
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, “
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Geological Survey of Israel
, Jerusalem,
1976
.
2.
Nedavia
,
D.
,
Grossberg
,
H.
,
Dascal
,
O.
, and
Bakler
,
N.
, “
Roadmaking Aggregates in Israel: Kurkar
,” Report SR-44,
Materials and Research Department, Public Works Department
, Tel Aviv,
1979
.
3.
Bakler
,
N.
,
Denekamp
,
S.
, and
Rohrlich
,
V.
,
Israel Journal of Earth-Sciences
, Vol.
21
, Nos.
3
and
4
,
11
1972
, pp. 155-178.
4.
Wiseman
,
G.
and
Hayati
,
G.
, “
Stability Study of the Coastal Cliff
,” Progress Report No. 1,
Soil and Road Testing Laboratory, Technion Research and Development Foundation
, Haifa,
1971
(in Hebrew).
5.
Wiseman
,
G.
,
Hayati
,
G.
, and
Frydman
,
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, “
Stability of a Heterogeneous Sandy Coastal Cliff
,” Paper submitted to
Tenth International Conference on Soil Mechanics Foundation Engineering
,
Stockholm
,
1981
.
6.
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,
S.
,
Hendron
,
D.
,
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,
H.
,
Steinbach
,
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,
Baker
,
R.
, and
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,
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,
Journal of the Geotechnical Engineering Division, Proceedings
,
American Society of Civil Engineers
, Vol.
106
, No.
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,
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, pp. 275-297.
7.
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,
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and
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,
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9.
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and
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,
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in
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,
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, Vol.
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,
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10.
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,
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in
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,
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, Vol.
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,
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, pp. 217-222.
11.
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,
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and
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,
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in
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,
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,
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, pp. 57-64.
12.
Hughes
,
J. M. O.
,
Wroth
,
C. P.
, and
Windle
,
D.
,
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, No.
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,
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, pp. 455-477.
13.
Zolkov
,
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and
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,
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in
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,
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, Vol.
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,
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, pp. 134-138.
14.
Frydman
,
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,
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,
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, and
Baker
,
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,
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, Vol.
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, No.
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,
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, pp. 31-42.
15.
Baker
,
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,
Frydman
,
S.
, and
Galil
,
J.
, “
A Plasticity Model for the Load Unload Behaviour of Sand
,” Paper presented at
American Society of Civil Engineers Fall Convention
,
Florida
,
10
1980
.
16.
Meigh
,
A. C.
and
Nixon
,
I. K.
in
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,
Fifth International Conference on Soil Mechanics Foundation Engineering
, Vol.
1
,
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, pp. 499-507.
17.
Bazaraa
,
A. R. S.
, “
Use of the Standard Penetration Test for Estimating Settlements of Shallow Foundations on Sand
,” Ph.D. Thesis,
University of Illinois at Urbana
,
1967
.
18.
Baker
,
C. N.
,
Journal of the Soil Mechanics Division, Proceedings
,
American Society of Civil Engineers
, Vol.
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, No.
SM6
, Part 1,
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, pp. 119-121.
19.
Breth
,
H.
and
Chambosse
,
G.
in
Proceedings
,
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,
British Geotechnical Society
,
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,
1974
, pp. 10-13.
20.
Levy
,
J. F.
and
Morton
,
K.
in
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,
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,
British Geotechnical Society
,
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,
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, pp. 43-52.
21.
Stuart
,
J. G.
and
Graham
,
J.
in
Proceedings
,
Conference on Settlement of Structures
,
British Geotechnical Society
,
London
,
1974
, pp. 62-67.
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