For granular soils with less than 12% fines, relative density (Dr) is probably a better indicator for end product compaction specification than relative compaction. Relative density is a function of maximum (emax), minimum (emin), and in-situ (e) void ratios of the soils. Past investigators have shown that emax-emin can be correlated with the median grain size (D50). With that background, laboratory compaction tests were conducted on 55 clean sand samples (percent on fines ≤5%). The compaction tests consisted of standard Proctor, reduced standard Proctor, modified Proctor, and reduced modified Proctor tests. The energy of compaction was thus varied from 360 kN-m-m3 to 2700 kN-m-m3. Based on the laboratory test results, the relative densitie...
This laboratory test is performed to determine the relationship between the moisture content and the...
Field compaction of fine grained soils usually involves different equipments with the compaction ene...
Improvements of the soils in sites are usually necessary to achieve the desired strength, compressib...
Laboratory test results of 55 clean sand samples to determine the maximum and minimum void ratios as...
Field compaction of sands usually involves different equipments with the compaction energy varying s...
An attempt has been made to correlate relative density and relative compaction based on laboratory a...
This study is an attempt to develop a predictive model between gradational parameters, compaction en...
For successful designs of geotechnical structures, rational determination of the engineering propert...
Relative density is an indicator of compaction level of any granular or cohesionless soil. Sand is p...
Due to the character of the original source materials and the nature of batch digitization, quality ...
During cut and fill operations, compaction using sands from different sources may be carried out. Th...
Compaction is one of the most efficient and practical soil improvement techniques that can be applie...
The effect of the grain size distribution of certain fine and medium sands on their maximum, standar...
Synopsis: The relationships between maximum and minimum void ratios of granular soil with various pe...
Since its creation in 1933, the Proctor compaction test has been a prominent means to analyze the re...
This laboratory test is performed to determine the relationship between the moisture content and the...
Field compaction of fine grained soils usually involves different equipments with the compaction ene...
Improvements of the soils in sites are usually necessary to achieve the desired strength, compressib...
Laboratory test results of 55 clean sand samples to determine the maximum and minimum void ratios as...
Field compaction of sands usually involves different equipments with the compaction energy varying s...
An attempt has been made to correlate relative density and relative compaction based on laboratory a...
This study is an attempt to develop a predictive model between gradational parameters, compaction en...
For successful designs of geotechnical structures, rational determination of the engineering propert...
Relative density is an indicator of compaction level of any granular or cohesionless soil. Sand is p...
Due to the character of the original source materials and the nature of batch digitization, quality ...
During cut and fill operations, compaction using sands from different sources may be carried out. Th...
Compaction is one of the most efficient and practical soil improvement techniques that can be applie...
The effect of the grain size distribution of certain fine and medium sands on their maximum, standar...
Synopsis: The relationships between maximum and minimum void ratios of granular soil with various pe...
Since its creation in 1933, the Proctor compaction test has been a prominent means to analyze the re...
This laboratory test is performed to determine the relationship between the moisture content and the...
Field compaction of fine grained soils usually involves different equipments with the compaction ene...
Improvements of the soils in sites are usually necessary to achieve the desired strength, compressib...