Considerable data exists for soils that were tested and documented, both for native properties and properties with pozzolan stabilization. While the data exists there was no database for the Nebraska Department of Roads to retrieve this data for predicting soil properties. The conventional methods used to determine soil properties, such as maximum laboratory density and optimum moisture content, were tedious, labor intensive and time consuming. When soil stabilization is involved, more time and efforts are needed to determine maximum laboratory density, optimum moisture content and optimum pozzolan content. The objective of this project was to develop a computerized model to predict the soil properties of a given GI soil type using additive...
Soil plasticity is the area of soil consistency, i.e. it represents a change in soil condition due t...
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical ...
1992Vanikar, SuneelPDFTech ReportFHWA-SA-93-005DTFH6 1 -89-C-00028Soil stabilizationDrainageConstruc...
PDFTech ReportSPR-P1 (09) P31926-1114-0022-001Base course (Pavements)Foundation soilsSubgrade materi...
Considerable data exists for soils that were tested and documented, both for native properties and p...
011642172010Final ReportPDFTech ReportP319AdditivesBase course (Pavements)Computer modelsMaterials s...
Soil stabilization is the alteration of physicomechanical properties of soils to meet specific engin...
Publisher Copyright: © 2021 by the authors. Licensee MDPI, Basel, Switzerland.Soil stabilization is ...
Majority of geotechnical guidelines for chemical stabilization of subgrade/base materials for paveme...
The main focus of this study was to predict California bearing ratio (CBR) of stabilized soils with ...
Expansive soils have been troublesome for numerous years in the construction of highway projects; ho...
Black cotton soils of India are categorized as expansive soil due to Montmorrilonite mineral. Replac...
Most chemical stabilization guidelines for subgrade/base use unconfined compressive strength (UCS) o...
This paper presents the experimental database and corresponding statistical analysis (Part I), which...
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical ...
Soil plasticity is the area of soil consistency, i.e. it represents a change in soil condition due t...
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical ...
1992Vanikar, SuneelPDFTech ReportFHWA-SA-93-005DTFH6 1 -89-C-00028Soil stabilizationDrainageConstruc...
PDFTech ReportSPR-P1 (09) P31926-1114-0022-001Base course (Pavements)Foundation soilsSubgrade materi...
Considerable data exists for soils that were tested and documented, both for native properties and p...
011642172010Final ReportPDFTech ReportP319AdditivesBase course (Pavements)Computer modelsMaterials s...
Soil stabilization is the alteration of physicomechanical properties of soils to meet specific engin...
Publisher Copyright: © 2021 by the authors. Licensee MDPI, Basel, Switzerland.Soil stabilization is ...
Majority of geotechnical guidelines for chemical stabilization of subgrade/base materials for paveme...
The main focus of this study was to predict California bearing ratio (CBR) of stabilized soils with ...
Expansive soils have been troublesome for numerous years in the construction of highway projects; ho...
Black cotton soils of India are categorized as expansive soil due to Montmorrilonite mineral. Replac...
Most chemical stabilization guidelines for subgrade/base use unconfined compressive strength (UCS) o...
This paper presents the experimental database and corresponding statistical analysis (Part I), which...
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical ...
Soil plasticity is the area of soil consistency, i.e. it represents a change in soil condition due t...
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical ...
1992Vanikar, SuneelPDFTech ReportFHWA-SA-93-005DTFH6 1 -89-C-00028Soil stabilizationDrainageConstruc...