Hydraulic conductivity of landfill liners containing benzyltriethylammonium-bentonite

James A. Smith; Pamela M. Franklin; Peter R. Jaffe

Hydraulic conductivity of landfill liners containing benzyltriethylammonium-bentonite

James A. Smith, Pamela M. Franklin, Peter R. Jaffe

Research output: Contribution to journal › Conference article › peer-review

Abstract

Varying weight percentages of an Ottawa sand, benzyltriethylammonium-bentonite (BTEA-clay), Wyoming bentonite (Na-clay), and water were mixed uniformly and compacted to simulate sand-and-clay liners for waste-disposal facilities. The hydraulic conductivities of the compacted soil cores were measured in triplicate. The hydraulic conductivities of cores containing 92 percent sand and 8 percent BTEA-clay were about of 10^-4 cm/s. The hydraulic conductivities of cores containing 92 percent sand and 8 percent Na-clay and of cores containing 88 percent sand, 8 percent Na-clay, and 4 percent BTEA-clay were about 10^-8 cm/s.

Original language	English (US)
Pages (from-to)	186-191
Number of pages	6
Journal	National Conference on Environmental Engineering
State	Published - 1992
Event	1992 National Conference on Environmental Engineering - Water Forum '92 - Baltimore, MD, USA Duration: Aug 2 1992 → Aug 6 1992

All Science Journal Classification (ASJC) codes

Environmental Engineering

Cite this

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title = "Hydraulic conductivity of landfill liners containing benzyltriethylammonium-bentonite",

abstract = "Varying weight percentages of an Ottawa sand, benzyltriethylammonium-bentonite (BTEA-clay), Wyoming bentonite (Na-clay), and water were mixed uniformly and compacted to simulate sand-and-clay liners for waste-disposal facilities. The hydraulic conductivities of the compacted soil cores were measured in triplicate. The hydraulic conductivities of cores containing 92 percent sand and 8 percent BTEA-clay were about of 10-4 cm/s. The hydraulic conductivities of cores containing 92 percent sand and 8 percent Na-clay and of cores containing 88 percent sand, 8 percent Na-clay, and 4 percent BTEA-clay were about 10-8 cm/s.",

author = "Smith, {James A.} and Franklin, {Pamela M.} and Jaffe, {Peter R.}",

year = "1992",

language = "English (US)",

pages = "186--191",

journal = "National Conference on Environmental Engineering",

issn = "0731-1516",

note = "1992 National Conference on Environmental Engineering - Water Forum '92 ; Conference date: 02-08-1992 Through 06-08-1992",

}

TY - JOUR

T1 - Hydraulic conductivity of landfill liners containing benzyltriethylammonium-bentonite

AU - Smith, James A.

AU - Franklin, Pamela M.

AU - Jaffe, Peter R.

PY - 1992

Y1 - 1992

N2 - Varying weight percentages of an Ottawa sand, benzyltriethylammonium-bentonite (BTEA-clay), Wyoming bentonite (Na-clay), and water were mixed uniformly and compacted to simulate sand-and-clay liners for waste-disposal facilities. The hydraulic conductivities of the compacted soil cores were measured in triplicate. The hydraulic conductivities of cores containing 92 percent sand and 8 percent BTEA-clay were about of 10-4 cm/s. The hydraulic conductivities of cores containing 92 percent sand and 8 percent Na-clay and of cores containing 88 percent sand, 8 percent Na-clay, and 4 percent BTEA-clay were about 10-8 cm/s.

AB - Varying weight percentages of an Ottawa sand, benzyltriethylammonium-bentonite (BTEA-clay), Wyoming bentonite (Na-clay), and water were mixed uniformly and compacted to simulate sand-and-clay liners for waste-disposal facilities. The hydraulic conductivities of the compacted soil cores were measured in triplicate. The hydraulic conductivities of cores containing 92 percent sand and 8 percent BTEA-clay were about of 10-4 cm/s. The hydraulic conductivities of cores containing 92 percent sand and 8 percent Na-clay and of cores containing 88 percent sand, 8 percent Na-clay, and 4 percent BTEA-clay were about 10-8 cm/s.

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UR - http://www.scopus.com/inward/citedby.url?scp=0026962193&partnerID=8YFLogxK

M3 - Conference article

AN - SCOPUS:0026962193

SN - 0731-1516

SP - 186

EP - 191

JO - National Conference on Environmental Engineering

JF - National Conference on Environmental Engineering

T2 - 1992 National Conference on Environmental Engineering - Water Forum '92

Y2 - 2 August 1992 through 6 August 1992

ER -

Hydraulic conductivity of landfill liners containing benzyltriethylammonium-bentonite

Abstract

All Science Journal Classification (ASJC) codes

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