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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
Description
The papers in this publication contain a wide variety of subject matter, from lab and field studies by researchers to design considerations by practitioners, all related to calcareous soils. The first two papers provide useful summaries and general descriptive information on carbonates from marine and arid environments, respectively.
Demars, K, & Chaney, R.
Geotechnical Properties, Behavior, and Performance of Calcareous Soils. ISBN-10: 0-8031-0787-0
ISBN: 978-0-8031-0787-8
No. of Pages: 424
ISBN (electronic): 978-0-8031-4842-0
Publisher: ASTM International
Published: 1982
Download citation file:
Table of Contents
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Introduction
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Determination of Calcium Carbonate Content in SoilsByRC Chaney,RC Chaney1Associate professor,Marine Geotechnical Laboratory, Lehigh University,Bethlehem, Pa. 18015.Search for other works by this author on:SM Slonim,SM Slonim2Supervisor of chemical quality control,Research Division, Boehringer-Mannheim Corp.,Tustin, Calif.Search for other works by this author on:SS SlonimSS Slonim3Chemistry supervisor,St. Jude Hospital,Fullerton, Calif.Search for other works by this author on:
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Calcareous Soils of the Southwestern United StatesByGH Beckwith,GH Beckwith1Sergent, Hauskins & Beckwith, Geotechnical Engineers, Inc.,Phoenix, Ariz. 85019.Search for other works by this author on:LA HansenLA Hansen2Assistant professor of engineering,Arizona State University,Tempe, Ariz. 85281.Search for other works by this author on:
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Subsurface Variability—The Key to Investigation of Coral AtollByJ Angemeer,J Angemeer1Division manager, and senior geotechnical engineer, respectively,McClelland Engineers, Inc.,San Francisco, Calif. 94111.Search for other works by this author on:TW McNeilanTW McNeilan1Division manager, and senior geotechnical engineer, respectively,McClelland Engineers, Inc.,San Francisco, Calif. 94111.Search for other works by this author on:
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Bulk Density and Shear Strength of Several Deep-Sea Calcareous SedimentsByHJ LeeHJ Lee1Research civil engineer,U.S. Geological Survey,Menlo Park, Calif. 94025.Search for other works by this author on:
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Geotechnical Properties of Two Calcareous OozesByPJ Valent,PJ Valent1Senior staff engineer,Brian Watt Associates,Houston, Tex.Search for other works by this author on:AG Altschaeffl,AG Altschaeffl2Professor,School of Civil Engineering, Purdue University,West Lafayette, Ind.Search for other works by this author on:HJ LeeHJ Lee3Research civil engineer,U.S. Geological Survey,Menlo Park, Calif.Search for other works by this author on:
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Unique Engineering Properties and Compression Behavior of Deep-Sea Calcareous SedimentsByKR DemarsKR Demars1Associate professor, Department of Civil Engineering,University of Connecticut,Storrs, Conn. 06268.Search for other works by this author on:
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Engineering Behavior of Carbonate Soils of India and Some Observations on Classification of Such SoilsByM Datta,M Datta1Lecturer, professor, and assistant professor, respectively, Department of Civil Engineering,Indian Institute of Technology, Hauz Khas,New Delhi-110 016,.IndiaSearch for other works by this author on:SK Gulhati,SK Gulhati1Lecturer, professor, and assistant professor, respectively, Department of Civil Engineering,Indian Institute of Technology, Hauz Khas,New Delhi-110 016,.IndiaSearch for other works by this author on:GV RaoGV Rao1Lecturer, professor, and assistant professor, respectively, Department of Civil Engineering,Indian Institute of Technology, Hauz Khas,New Delhi-110 016,.IndiaSearch for other works by this author on:
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Electrical Properties of Calcareous SedimentsByRA Erchul,RA Erchul1Commander, USN, and assistant professor, respectively, Department of Naval Systems,U.S. Naval Academy,Annapolis, Md. 21402.Search for other works by this author on:RC GularteRC Gularte1Commander, USN, and assistant professor, respectively, Department of Naval Systems,U.S. Naval Academy,Annapolis, Md. 21402.Search for other works by this author on:
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In Situ Electrical Resistivity Measurements of Calcareous SedimentsByMH Hulbert,MH Hulbert1Senior physical chemist,International Mining and Minerals Corp.,Terre Haute, Ind. 47808.Search for other works by this author on:DN Lambert,DN Lambert2Research oceanographer,Naval Ocean Research and Development Activity,NSTL Station, Miss. 39529.Search for other works by this author on:RH Bennett,RH Bennett2Research oceanographer,Naval Ocean Research and Development Activity,NSTL Station, Miss. 39529.Search for other works by this author on:GL Freeland,GL Freeland3Research oceanographer,NOAA-Atlantic Oceanographic and Meteorological Laboratories,Miami, Fla. 33149.Search for other works by this author on:JT Burns,JT Burns4Electronics technician,Naval Ocean Research and Development Activity,NSTL Station, Miss. 39529.Search for other works by this author on:WB Sawyer,WB Sawyer5Geologist,University of Texas, Institute for Geophysics,Galveston, Tex., 77550.Search for other works by this author on:P FieldP Field6Physicist,David W. Taylor Naval Ship R&D Center,Annapolis, Md. 21402.Search for other works by this author on:
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Cone Penetration and Laboratory Testing in Marine Calcareous SedimentsByFL Beringen,FL Beringen1Manager of engineering and project engineers, respectively,Fugro, P.O. Box 63,2260 AB Leidschendam,.The NetherlandsSearch for other works by this author on:HJ Kolk,HJ Kolk1Manager of engineering and project engineers, respectively,Fugro, P.O. Box 63,2260 AB Leidschendam,.The NetherlandsSearch for other works by this author on:D WindleD Windle1Manager of engineering and project engineers, respectively,Fugro, P.O. Box 63,2260 AB Leidschendam,.The NetherlandsSearch for other works by this author on:
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A Study of Alabama Black-Belt Soils
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Calcareous Sands of the Israeli Coastal PlainByS FrydmanS Frydman1Associate professor,Faculty of Civil Engineering, Technion—Israel Institute of Technology,Haifa,.IsraelSearch for other works by this author on:
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Brittle Behavior of a Varved Clay During Triaxial Undrained Shear Strength TestsBySM BembenSM Bemben1Associate professor, Department of Civil Engineering,University of Massachusetts,Amherst, Mass., andretained consultant,Goldberg-Zoino and Associates, Inc.,Newton Upper Falls, Mass.Search for other works by this author on:
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Strength Characteristics of Caliche Soils of the Tucson AreaByJL PostJL Post1Professor, Department of Civil Engineering,California State University,Sacramento, Calif. 95819.Search for other works by this author on:
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Geotechnical Properties and Behavior of Calcretes in South and South West AfricaByF NetterbergF Netterberg1Head,Soil Engineering Group, National Institute for Transport and Road Research, P.O. Box 395,Pretoria,.South AfricaSearch for other works by this author on:
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Strength of Compacted Specimens of a Calcareous Playa Lake ClayByJM Olsen,JM Olsen1Assistant professor, Civil Engineering Department,University of Utah,Salt Lake City, Utah 84112.Search for other works by this author on:BD LeonardBD Leonard2Design engineer,The Land Group,Salt Lake City, Utah, 84101.Search for other works by this author on:
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Effects of Cementation on the Compressibility of Pierre Shale
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Geotechnical Properties of Calcareous Rocks of Southern FloridaBySK SaxenaSK Saxena1Professor and chairman, Civil Engineering Department,Illinois Institute of Technology,Chicage, Ill. 60616.Search for other works by this author on:
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Elastic and Strength Properties of Calcareous Rocks of Dade County, FloridaByLA Prieto-PortarLA Prieto-Portar1Chief geotechnical engineer,Kaiser Engineers,Miami, Fla. 33133.Search for other works by this author on:
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Driven Piling in Calcareous SoilsByJJ Dougherty, Jr,JJ Dougherty, Jr1Executive vice president and chief engineer, respectively,Associated Pile & Fitting Corp., Box 1043,Clifton, N.J. 07014.Search for other works by this author on:HW HuntHW Hunt1Executive vice president and chief engineer, respectively,Associated Pile & Fitting Corp., Box 1043,Clifton, N.J. 07014.Search for other works by this author on:
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© 1982
ASTM International