Publisher Copyright: © 2021 by the authors. Licensee MDPI, Basel, Switzerland.Soil stabilization is the alteration of physicomechanical properties of soils to meet specific engineering requirements of problematic soils. Laboratory examination of soils is well recognized as appropriate for examining the engineering properties of stabilized soils; however, they are labor-intensive, time-consuming, and expensive. In this work, four artificial intelligence based models (OMC-EM, MDD-EM, UCS-EM+, and UCS-EM−) to predict the optimum moisture content (OMC), maximum dry density (MDD), and unconfined compressive strength (UCS) are developed. Experimental data covering a wide range of stabilized soils were collected from previously published works. Th...
Background: Consolidation coefficient (Cv) is a key parameter to forecast consolidation settlement ...
The aim of this study was to make predictions for soil cone index using artificial neural networks (...
The swelling pressure of soil depends upon various soil parameters such as mineralogy, clay content,...
Soil stabilization is the alteration of physicomechanical properties of soils to meet specific engin...
In the current work, a systematic approach is exercised to monitor amended soil reliability for a ho...
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical ...
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical ...
Majority of geotechnical guidelines for chemical stabilization of subgrade/base materials for paveme...
Not AvailableEven though research shows that aggregate stability and mean weight diameter(MWD) are c...
Unconfined compressive strength (UCS) has been widely used as one of the primary criteria for the se...
This paper presents ongoing work on data collection and collation from a large number of laboratory ...
WOS: 000281499100006Laboratory prediction of the unconfined compression strength (UCS) of cohesive s...
The present research work is carried out to predict the geotechnical properties (consistency limits,...
011642172010Final ReportPDFTech ReportP319AdditivesBase course (Pavements)Computer modelsMaterials s...
Considerable data exists for soils that were tested and documented, both for native properties and p...
Background: Consolidation coefficient (Cv) is a key parameter to forecast consolidation settlement ...
The aim of this study was to make predictions for soil cone index using artificial neural networks (...
The swelling pressure of soil depends upon various soil parameters such as mineralogy, clay content,...
Soil stabilization is the alteration of physicomechanical properties of soils to meet specific engin...
In the current work, a systematic approach is exercised to monitor amended soil reliability for a ho...
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical ...
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical ...
Majority of geotechnical guidelines for chemical stabilization of subgrade/base materials for paveme...
Not AvailableEven though research shows that aggregate stability and mean weight diameter(MWD) are c...
Unconfined compressive strength (UCS) has been widely used as one of the primary criteria for the se...
This paper presents ongoing work on data collection and collation from a large number of laboratory ...
WOS: 000281499100006Laboratory prediction of the unconfined compression strength (UCS) of cohesive s...
The present research work is carried out to predict the geotechnical properties (consistency limits,...
011642172010Final ReportPDFTech ReportP319AdditivesBase course (Pavements)Computer modelsMaterials s...
Considerable data exists for soils that were tested and documented, both for native properties and p...
Background: Consolidation coefficient (Cv) is a key parameter to forecast consolidation settlement ...
The aim of this study was to make predictions for soil cone index using artificial neural networks (...
The swelling pressure of soil depends upon various soil parameters such as mineralogy, clay content,...