Since its creation in 1933, the Proctor compaction test has been a prominent means to analyze the relationship between a soil’s water content and dry unit weight when compacted with a particular compaction energy. The test is typically conducted at the two energy levels, Standard and Modified, specified by ASTM. When compaction to a particular dry unit weight and water content is necessary, no method currently exists to estimate the corresponding compaction energy. This project aims to identify trends in soil properties that can be used to predict compaction behavior at other energy levels. Original data was gathered by performing the Proctor test on two materials, a clay-based soil and a limestone sand. Compaction results from other source...
AbstractIn the typical conventional fill compaction, the dry density ρd and the water content w are ...
Compactness is an important feature to ensure subgrade stability where temperature and water infiltr...
For granular soils with less than 12% fines, relative density (Dr) is probably a better indicator fo...
Improvements of the soils in sites are usually necessary to achieve the desired strength, compressib...
This laboratory test is performed to determine the relationship between the moisture content and the...
WOS: 000257138100010For successful designs of geotechnical structures, rational determination of the...
Proctor impact compaction tests represent the most commonly used laboratory method to determine the ...
Each soil type has different behavior with regard to determination of maximum dry density and optimu...
For satisfactory performance of soil structures, it is necessary to properly control soil compaction...
Compaction is one of the most efficient and practical soil improvement techniques that can be applie...
Compaction grouting has been utilized for various ground improvement applications in geotechnical en...
Proctor impact compaction represents the most common laboratory method adopted to determine the maxi...
The standard and modified Proctor compaction tests are devised to establish dry unit weight-water co...
The standard and modified Proctor compaction tests are devised to establish dry unit weight-water co...
Standard Proctor compaction test data were generated for 3 soils with liquid limit water contents ra...
AbstractIn the typical conventional fill compaction, the dry density ρd and the water content w are ...
Compactness is an important feature to ensure subgrade stability where temperature and water infiltr...
For granular soils with less than 12% fines, relative density (Dr) is probably a better indicator fo...
Improvements of the soils in sites are usually necessary to achieve the desired strength, compressib...
This laboratory test is performed to determine the relationship between the moisture content and the...
WOS: 000257138100010For successful designs of geotechnical structures, rational determination of the...
Proctor impact compaction tests represent the most commonly used laboratory method to determine the ...
Each soil type has different behavior with regard to determination of maximum dry density and optimu...
For satisfactory performance of soil structures, it is necessary to properly control soil compaction...
Compaction is one of the most efficient and practical soil improvement techniques that can be applie...
Compaction grouting has been utilized for various ground improvement applications in geotechnical en...
Proctor impact compaction represents the most common laboratory method adopted to determine the maxi...
The standard and modified Proctor compaction tests are devised to establish dry unit weight-water co...
The standard and modified Proctor compaction tests are devised to establish dry unit weight-water co...
Standard Proctor compaction test data were generated for 3 soils with liquid limit water contents ra...
AbstractIn the typical conventional fill compaction, the dry density ρd and the water content w are ...
Compactness is an important feature to ensure subgrade stability where temperature and water infiltr...
For granular soils with less than 12% fines, relative density (Dr) is probably a better indicator fo...