Record number :
60622
Title of article :
Compressibility of a Compacted Sand
Author/Authors :
Carrier، W. David نويسنده ,
Issue Information :
ماهنامه با شماره پیاپی سال 2000
Pages :
-272
From page :
273
To page :
0
Abstract :
A slightly silty quartz sand (nonplastic fines) was compacted according to Modified Proctor at different water contents and then one-dimensionally compressed. Samples compacted dry-of-optimum were found to be stiffer than samples compacted wet-of-optimum at the same relative compaction. This difference in stress-strain behavior is not generally expected for a sand; fabric and/or overconsolidation may explain these results. Regardless of the mechanism, the actual measured modulus on sand backfill at low confining stresses can be significantly less than handbook values. Thus, for the case of shallow depth (such as backfill for a flexible conduit located within a few meters of the ground surface) it is important to consider the water content and the method of compaction, as the degree of compaction by itself will not necessarily achieve the desired modulus.
Keywords :
inner function , shift operator , model , Hilbert transform , Hardy space , admissible majorant , subspace
Journal title :
Journal of Geotechnical and Geoenvironmental Engineering
Serial Year :
2000
Link To Document :
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