Skip Nav Destination
ASTM Selected Technical Papers
Geotechnics of Waste Fills—Theory and Practice
By
A Landva,
A Landva
1Department of Civil Engineering
University of New Brunswick Fredericton
, New Brunswick
Canada
E3B 5A3
Search for other works by this author on:
GD Knowles
GD Knowles
2
Malcolm Pirnie Inc
?4 Corporate Plaza Washington Avenue Extension Albany, NY
USA
12203
Search for other works by this author on:
ISBN-10:
0-8031-1285-8
ISBN:
978-0-8031-1285-8
No. of Pages:
381
Publisher:
ASTM International
Publication date:
1990
eBook Chapter
Case History: Use of the Cone Penetrometer to Calculate the Settlement of a Chemically Stabilized Landfill
By
RE Oakley, III
RE Oakley, III
1Mr. Oakley is the
Divisional Vice President in charge
of Environmental Remediation for Browning-Ferris Industries
, P.O. Box 3151, Houston, Texas 77253
Search for other works by this author on:
Page Count:
13
-
Published:1990
Citation
Oakley, R, III. "Case History: Use of the Cone Penetrometer to Calculate the Settlement of a Chemically Stabilized Landfill." Geotechnics of Waste Fills—Theory and Practice. Ed. Landva, A, & Knowles, G. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 1990.
Download citation file:
A waste fill containing chemically stabilized waste materials has been subjected to the overburden loading of a final cap for a period of over two (2) years. Prior to placement of the multicomponent cap, Cone Penetration Test (CPT) soundings were performed in the waste fill to determine the in situ condition of the materials. Settlement calculations developed from CPT and other data are compared to actual settlement survey data and discussions of the accuracy of the predictive method are presented.
References
1.
Cullinane
, J.
, Jones
, L.W.
, and Malone
, P.G.
, “Handbook for Stabilization/Solidification of Hazardous Wastes
,” Report EPA/540/2-86/001, Environmental Laboratory, U.S.A.E. Waterways Experiment Station
, Vicksburg, Mississippi, 06
1986
, pp. 2-12 – 2-152.
Columbo
, P.
, and Neilson
, R.M.
, Properties of Wastes and Waste Containers
, Progress Report No. 7, BNL-NUREG 50837, Brookhaven National Laboratory
, Upton, New York, 1978
3.
Falcone
, J.S.
, Jr., Spencer
, R.W.
, and Reifsnyder
, R.H.
, Chemical Interactions of Soluble Silicates in the Management of Hazardous Wastes
, Draft Report, The PQ Corp.
, Lafayette Hill, Pennsylvania, 1983
4.
Douglas
, B.J.
and Olsen
, R.S.
, “Soil Classification using Electric Cone Penetrometer
,” Cone Penetration Testing and Experience, ed. Norris
, G.M.
and Holtz
, R.D.
, Proceedings from American Society of Civil Engineers (ASCE), National Convention, St. Louis, Missouri
, October 26–30, 19815.
Schmertmann
, J.H.
, “Static Cone to Computic Static Settlement over Sand
,” ASCE Journal of Soil Mechanics & Foundation Engineering
, Vol. 96
, SM3
, 05
1970
, pp. 1011–10436.
Schmertman
, J.H.
, “Guidelines for Cone Penetration Test; Performance and Design
,” Report No. FHWA-TS-78-209, U.S. Department of Transportation, Federal Highway Administration
, Washington, D.C., 07
1978
7.
Sanglerat
, G.
The Penetrometer and Soil Exploration, Development in Geotechnical Engineering
, Elsevier Scientific Publishing Company
, Amsterdam, Holland
, 1979
This content is only available via PDF.
You do not currently have access to this chapter.
Email alerts
Related Chapters
Identification of Susceptible Soils and Control of Tunnelling Failure in Small Earth Dams
Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects
Related Articles
Stabilizing Very High Moisture Content Fine Grained Soils with Calcium Sulfoaluminate Cements
Adv. Civ. Eng. Matls. (October,2017)
Incorporating the Strength Provided by Subgrade Stabilization in the Flexible Pavement Design Procedures
Geotech. Test. J. (January,2018)
Experimental Studies and Sustainability Assessments of Quarry Dust for Chemical Treatment of Expansive Soils
Geotech. Test. J. (January,2024)