| Titre de série : |
US Geological Survey Water-Supply Paper, 2064 |
| Titre : |
Relationships between basic soils, engineering equations and basic ground-water flow equations |
| Type de document : |
texte imprimé |
| Auteurs : |
Jorgensen, D.C. |
| Mention d'édition : |
US Government Printing Office |
| Editeur : |
US Government Printing Office |
| Année de publication : |
1980 |
| ISBN/ISSN/EAN : |
CI-09425 |
| Note générale : |
The many varied thaugh related terms developed by ground-water hydrologists and by soils engineers are useful to each discipline, but their diferences in terminology under the use of related information in interdisplinary studies equations for the erzaghi theory of consolidation and equation for ground-water flow are identical under specific conditions. A combination of the two sets of equations relates porosity to void ratio and relates the modules of elasticity to the coefficient of compressibility, coefficient of consolidation, rate of soil compaction, and hydraulic conductivity. |
| Langues : |
Anglais (eng) |
| Mots-clés : |
Eau souterraine Modèle mathématique Sol Hydrogéologie Ruissellement Terminologie |
| Index. décimale : |
551 Géologie, météorologie, hydrologie générale |
| Résumé : |
The many varied thaugh related terms developed by ground-water hydrologists and by soils engineers are useful to each discipline, but their diferences in terminology under the use of related information in interdisplinary studies equations for the erzaghi theory of consolidation and equation for ground-water flow are identical under specific conditions. A combination of the two sets of equations relates porosity to void ratio and relates the modules of elasticity to the coefficient of compressibility, coefficient of consolidation, rate of soil compaction, and hydraulic conductivity. |
| Note de contenu : |
The many varied thaugh related terms developed by ground-water hydrologists and by soils engineers are useful to each discipline, but their diferences in terminology under the use of related information in interdisplinary studies equations for the erzaghi theory of consolidation and equation for ground-water flow are identical under specific conditions. A combination of the two sets of equations relates porosity to void ratio and relates the modules of elasticity to the coefficient of compressibility, coefficient of consolidation, rate of soil compaction, and hydraulic conductivity. |
US Geological Survey Water-Supply Paper, 2064. Relationships between basic soils, engineering equations and basic ground-water flow equations [texte imprimé] / Jorgensen, D.C. . - US Government Printing Office . - US Government Printing Office, 1980. ISSN : CI-09425 The many varied thaugh related terms developed by ground-water hydrologists and by soils engineers are useful to each discipline, but their diferences in terminology under the use of related information in interdisplinary studies equations for the erzaghi theory of consolidation and equation for ground-water flow are identical under specific conditions. A combination of the two sets of equations relates porosity to void ratio and relates the modules of elasticity to the coefficient of compressibility, coefficient of consolidation, rate of soil compaction, and hydraulic conductivity. Langues : Anglais ( eng)
| Mots-clés : |
Eau souterraine Modèle mathématique Sol Hydrogéologie Ruissellement Terminologie |
| Index. décimale : |
551 Géologie, météorologie, hydrologie générale |
| Résumé : |
The many varied thaugh related terms developed by ground-water hydrologists and by soils engineers are useful to each discipline, but their diferences in terminology under the use of related information in interdisplinary studies equations for the erzaghi theory of consolidation and equation for ground-water flow are identical under specific conditions. A combination of the two sets of equations relates porosity to void ratio and relates the modules of elasticity to the coefficient of compressibility, coefficient of consolidation, rate of soil compaction, and hydraulic conductivity. |
| Note de contenu : |
The many varied thaugh related terms developed by ground-water hydrologists and by soils engineers are useful to each discipline, but their diferences in terminology under the use of related information in interdisplinary studies equations for the erzaghi theory of consolidation and equation for ground-water flow are identical under specific conditions. A combination of the two sets of equations relates porosity to void ratio and relates the modules of elasticity to the coefficient of compressibility, coefficient of consolidation, rate of soil compaction, and hydraulic conductivity. |
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