2008Journal of Highway and Transportation Research and DevelopmentRequires access

Influence of Compacting Methods on Grade Macadam Shear Characteristics

Long Wang, Xie Xiao-Guang, Hai Luan

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Abstract

The shear strength and stress-strain relation of graded macadam in Vibrating Compaction (VC) and the Modified Proctor Compaction (MPC) were studied and compared , and the reasons of cause those difference were analyzed. Applying medium scale triaxial apparatus , the shear strength of grade macadam were carried out , the influence of different compaction methods on shear strength was proclaimed. Triaxial test results show that , peak stress , residue strength and initial modulus of VC sample increases 22 % , 20 % and 90 % respectively comparing with that of MPC sample , while failure strain decreases 10 %; for the strength parameters , friction angle increases 2 degree , C value increases 38 % , and shear strength increases 20 % than that of Modified Proctor Compaction action of Vibrating Compaction is strong than that of Modified Proctor Compaction.So , Vibrating Compaction should be applied widely in projects in order to enhance shear strength of grade macadam.

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What this paper is about

The shear strength and stress-strain relation of graded macadam in Vibrating Compaction (VC) and the Modified Proctor Compaction (MPC) were studied and compared , and the reasons of cause those difference were analyzed. Applying medium scale triaxial apparatus , the shear strength of grade macadam were carried out , the influence of different compaction methods on shear strength was proclaimed. Triaxial test results show that , peak stress , residue strength and initial modulus of VC sample increases 22 % , 20 % and 90 % respectively comparing with that of MPC sample , while failure strain decreases 10 %; for the strength parameters , friction angle increases 2 degree , C value increases 38 % , and shear strength increases 20 % than that of Modified Proctor Compaction action of Vibrating Compaction is strong than that of Modified Proctor Compaction.So , Vibrating Compaction should be applied widely in projects in order to enhance shear strength of grade macadam.

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Available abstract

The shear strength and stress-strain relation of graded macadam in Vibrating Compaction (VC) and the Modified Proctor Compaction (MPC) were studied and compared , and the reasons of cause those difference were analyzed. Applying medium scale triaxial apparatus , the shear strength of grade macadam were carried out , the influence of different compaction methods on shear strength was proclaimed. Triaxial test results show that , peak stress , residue strength and initial modulus of VC sample increases 22 % , 20 % and 90 % respectively comparing with that of MPC sample , while failure strain decreases 10 %; for the strength parameters , friction angle increases 2 degree , C value increases 38 % , and shear strength increases 20 % than that of Modified Proctor Compaction action of Vibrating Compaction is strong than that of Modified Proctor Compaction.So , Vibrating Compaction should be applied widely in projects in order to enhance shear strength of grade macadam.

Key concepts: Compaction, Geotechnical engineering, Materials science, Proctor compaction test, Shear modulus, Shear strength (soil), Shear stress, Triaxial shear test

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