Abstract
This paper describes the use of single ring infiltrometers for evaluating the hydraulic conductivity of compacted soil liners. Procedures are presented for installation and monitoring of infiltrometers in the field. Results of hydraulic conductivity estimated from infiltrometer tests on six laboratory model liners are presented and compared with the results of conventional laboratory tests. In addition, the distribution of soil saturation after prolonged infiltration testing showed that the permeant tended to follow preferred paths and did not generally advance as a uniform front as commonly assumed.
Issue Section:
Research Papers
References
1.
Boynton
, S. S.
and Daniel
, D. E.
, “Hydraulic Conductivity Tests on Compacted Clay
,” Journal of Geotechnical Engineering, Proceedings of the ASCE
, Vol. 111
, No. 4
, 04
1985
, pp. 465
-478
.2.
Freeze
, R. A.
and Cherry
, J. A.
, Groundwater
, Prentice-Hall, Inc.
, Englewood Cliffs, NJ
, 1979
.3.
Folkes
, D. J.
, “Fifth Canadian Geotechnical Colloquium: Control of Contaminant Migration by the Use of Liners
,” Canadian Geotechnical Journal
0008-3674, Vol. 19
, No. 3
, 08
1982
, pp. 320
-344
.4.
Rowe
, R. K.
and Booker
, J. R.
, “1-D Pollutant Migration in Soils of Finite Depth
,” Journal of Geotechnical Engineering, Proceedings of the ASCE
, Vol. 111
, No. 4
, 04
1985
, pp. 479
-499
.5.
Fernandez
, F.
and Quigley
, R. M.
, “Hydraulic Conductivity of Natural Clays Permeated with Simple Liquid Hydrocarbons
,” Canadian Geotechnical Journal
0008-3674, Vol. 22
, No. 2
, 05
1985
, pp. 205
-214
.6.
Day
, S. R.
and Daniel
, D. E.
, “Hydraulic Conductivity of Two Prototype Clay Liners
,” Journal of Geotechnical Engineering, Proceedings of the ASCE
, Vol. 111
, No. 8
, 08
1985
, pp. 957
-970
.7.
Olson
, R. E.
and Daniel
, D. E.
, “Measurement of Hydraulic Conductivity of Fine-Grained Soils
,” Permeability and Groundwater Contaminant Transport
, STP 746, American Society for Testing and Materials
, Philadelphia
, 1981
, pp. 18
-64
.8.
Daniel
D. E.
, “Predicting Hydraulic Conductivity of Clay Liners
,” Journal of Geotechnical Engineering, Proceedings of the ASCE
, Vol. 110
, No. 2
, 02
1984
, pp. 285
-300
.9.
Auvinet
, G.
and Espinosa
, J.
, “Impermeabilization of a 300-Hectare Cooling Pond
,” Permeability and Groundwater Contaminant Transport
, STP 746, American Society for Testing and Materials
, Philadelphia
, 1981
, pp. 151
-167
.10.
Picornell-Darder
, M.
, “Discussion of Predicting Hydraulic Conductivity of Clay Liners, by D. E. Daniel
,” Journal of Geotechnical Engineering, Proceedings of the ASCE
, Vol. 111
, No. 12
, 12
1985
, pp. 1464
-1465
.11.
Holtz
, W. G.
, “Discussion of Predicting Hydraulic Conductivity of Clay Liners, by D. E. Daniel
,” Journal of Geotechnical Engineering, Proceedings of the ASCE
, Vol. 111
, No. 12
, 12
1985
, pp. 1457
-1459
.12.
Mundell
, J. A.
, “Discussion of Predicting Hydraulic Conductivity of Clay Liners, by D. E. Daniel
,” Journal of Geotechnical Engineering, Proceedings of the ASCE
, Vol. 111
, No. 12
, 12
1985
, pp. 1459
-1464
.13.
Nolan
, T. W.
, “Evaluation of the Single-Ring Infiltrometer for Measuring Hydraulic Conductivity of Soil Liners
,” thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, Syracuse University
, Syracuse, NY, 12
1985
.14.
Hillel
, D.
, Introduction to Soil Physics
, Academic Press
, NY
, 1982
, pp. 211
-231
.
This content is only available via PDF.
All rights reserved. This material may not be reproduced or copied, in whole or in part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ASTM International.
You do not currently have access to this content.