Skip Nav Destination
ASTM Selected Technical Papers
Geotechnical Properties, Behavior, and Performance of Calcareous Soils
ISBN-10:
0-8031-0787-0
ISBN:
978-0-8031-0787-8
No. of Pages:
424
Publisher:
ASTM International
Publication date:
1982
eBook Chapter
Calcareous Sands of the Israeli Coastal Plain
By
S Frydman
S Frydman
1
Associate professor
, Faculty of Civil Engineering, Technion—Israel Institute of Technology
, Haifa,
.Israel
Search for other works by this author on:
Page Count:
26
-
Published:1982
Citation
Frydman, S. "Calcareous Sands of the Israeli Coastal Plain." Geotechnical Properties, Behavior, and Performance of Calcareous Soils. Ed. Demars, K, & Chaney, R. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 1982.
Download citation file:
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.
References
1.
Greenberg
, M.
, “Sedimentological Study of Holocene Sediments from the Central Coastal Plain of Israel
,” Report S.D./401/76, 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
, S.
, “Stability of a Heterogeneous Sandy Coastal Cliff
,” Paper submitted to Tenth International Conference on Soil Mechanics Foundation Engineering
, Stockholm
, 1981
.6.
Frydman
, S.
, Hendron
, D.
, Horn
, H.
, Steinbach
, J.
, Baker
, R.
, and Shaal
, B.
, Journal of the Geotechnical Engineering Division, Proceedings
, American Society of Civil Engineers
, Vol. 106
, No. GT3
, 1980
, pp. 275-297.7.
Gibbs
, H. J.
and Holtz
, W. G.
in Proceedings
, Fourth International Conference on Soil Mechanics and Foundations Engineering
, Vol. 1
, 1957
, pp. 36-39.8.
Seed
, H. B.
, Journal of the Geotechnical Engineering Division, Proceedings
, American Society of Civil Engineers
, Vol. 105
, No. GT2
, 1979
, pp. 201-255.9.
Shultze
, E.
and Sherif
, G.
in Proceedings
, Eighth International Conference on Soil Mechanics Foundation Engineering
, Vol. 1.3
, 1973
, pp. 225-230.10.
Frydman
, S.
in Proceedings
, Seventh European Conference on Soil Mechanics Foundation Engineering
, Vol. 2
, 1979
, pp. 217-222.11.
Fradis
, E.
and Frydman
, S.
in Proceedings
, Specialty Session 9—Constitutive Equations of Soils, Ninth International Conference on Soil Mechanics Foundation Engineering
, 1977
, pp. 57-64.12.
Hughes
, J. M. O.
, Wroth
, C. P.
, and Windle
, D.
, Geotechnique
0016-8505, Vol. 27
, No. 4
, 1977
, pp. 455-477.13.
Zolkov
, E.
and Wiseman
, G.
in Proceedings
, Sixth International Conference on Soil Mechanics Foundation Engineering
, Vol. 1
, 1965
, pp. 134-138.14.
Frydman
, S.
, Melnick
, J.
, and Baker
, R.
, Soils and Foundations
, Vol. 19
, No. 4
, 1979
, pp. 31-42.15.
Baker
, R.
, 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 Proceedings
, Fifth International Conference on Soil Mechanics Foundation Engineering
, Vol. 1
, 1961
, 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. 91
, No. SM6
, Part 1, 1965
, pp. 119-121.19.
Breth
, H.
and Chambosse
, G.
in Proceedings
, Conference on Settlement of Structures
, British Geotechnical Society
, London
, 1974
, pp. 10-13.20.
Levy
, J. F.
and Morton
, K.
in Proceedings
, Conference on Settlement of Structures
, British Geotechnical Society
, London
, 1974
, 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.
This content is only available via PDF.
You do not currently have access to this chapter.
Email alerts
Related Chapters
Triaxial Testing Techniques and Sand Liquefaction
Dynamic Geotechnical Testing
Macropore Spatial Variability of CT-Measured Solute Transport Parameters
Intelligent Engineering Systems through Artificial Neural Networks, Volume 20
Examining the Structure-Function Relationship of Block Copolymer Soil Surfactants in Sand-Based Putting Greens
Pesticide Formulation and Delivery Systems: 42nd Volume, Building the Future of Agrochemicals for 2030 and Beyond
Effects of Overconsolidation on Liquefaction Characteristics of Sands Containing Fines
Dynamic Geotechnical Testing
Related Articles
Developments in Modeling Liquefaction of Granular Soils, Caused by Cyclic Loads
Appl. Mech. Rev (March,2006)
Formation Sand Liquefaction: A Mechanism for Explaining Fines Migration and Well Sanding
J. Energy Resour. Technol (September,2005)
A Numerical Study of Liquefaction Induced Deformation on Caisson-Type Quay Wall Using a Partially Coupled Solution
J. Offshore Mech. Arct. Eng (May,2011)