Due to the character of the original source materials and the nature of batch digitization, quality control issues may be present in this document. Please report any quality issues you encounter to digital@library.tamu.edu, referencing the URI of the item.Includes bibliographical references: p. 27-29.Issued also on microfiche from Lange Micrographics.A number of experimental laboratory studies on grouting technologies have been reported in the literature. However, most of these studies are not applicable to subsurface barrier containment of nonaqueous phase liquids (NAPLS) such as trichloroethylene (TCE) or gasoline. Also, vertical barriers have been studied more than horizontal barriers in the subsurface barrier technology. Due to the need...
The present work has established a series of grouting performance criteria for low-pH non cementitio...
The presence of light non-aqueous phase liquid (LNAPL) in the subsurface constitutes a long-term sou...
The presence of light non-aqueous phase liquid (LNAPL) in the subsurface constitutes a long-term sou...
Due to the character of the original source materials and the nature of batch digitization, quality ...
Contaminated soils, buried waste and leaking underground storage tanks pose a threat to the environm...
A field demonstration of permeation grouting was conducted at a gravel quarry near Los Banos, Califo...
In-situ barrier materials and designs are being developed for containment of high risk contamination...
Various types of trenchless methods are extensively used to create engineering barriers for the purp...
A first stage field injection of a new generation of barrier liquids was successfully completed. Two...
This paper describes elements of a design for a pilot-scale field demonstration of a new subsurface ...
Contaminants in the subsurface can be contained by injection of viscous liquid barriers [1,2]. These...
Subject of this work are experimental investigations on the injection behaviour of grouting suspensi...
In this paper the authors report laboratory work and numerical simulation done in support of develop...
Secondary containment systems are used to limit the release of contaminated liquids into groundwater...
Secondary containment systems are used to limit the release of contaminated liquids into groundwater...
The present work has established a series of grouting performance criteria for low-pH non cementitio...
The presence of light non-aqueous phase liquid (LNAPL) in the subsurface constitutes a long-term sou...
The presence of light non-aqueous phase liquid (LNAPL) in the subsurface constitutes a long-term sou...
Due to the character of the original source materials and the nature of batch digitization, quality ...
Contaminated soils, buried waste and leaking underground storage tanks pose a threat to the environm...
A field demonstration of permeation grouting was conducted at a gravel quarry near Los Banos, Califo...
In-situ barrier materials and designs are being developed for containment of high risk contamination...
Various types of trenchless methods are extensively used to create engineering barriers for the purp...
A first stage field injection of a new generation of barrier liquids was successfully completed. Two...
This paper describes elements of a design for a pilot-scale field demonstration of a new subsurface ...
Contaminants in the subsurface can be contained by injection of viscous liquid barriers [1,2]. These...
Subject of this work are experimental investigations on the injection behaviour of grouting suspensi...
In this paper the authors report laboratory work and numerical simulation done in support of develop...
Secondary containment systems are used to limit the release of contaminated liquids into groundwater...
Secondary containment systems are used to limit the release of contaminated liquids into groundwater...
The present work has established a series of grouting performance criteria for low-pH non cementitio...
The presence of light non-aqueous phase liquid (LNAPL) in the subsurface constitutes a long-term sou...
The presence of light non-aqueous phase liquid (LNAPL) in the subsurface constitutes a long-term sou...