AI SearchA study of modulus based quality control testing for highway compaction practice
Call Number: AIT Caps. Proj. no.CIE-17-53 Material type:
SeriesSeries: Asian Institute of Technology. Caps. Proj ; no. CIE-17-53Publication details: Pathum Thani : Asian Institute of Technology, 2017Description: 38 leaves. : ill. + 1 online resourceSubject(s): Online resources: Dissertation note: Capstone Project (B.Sc.)-Asian Institute of Technology, 2017 Summary: This paper presents and compares the results from a series of in situ modulus-based compaction control tests that were conducted during construction of a part of highway construction project in Thailand. Three alternative modulus-based devices were used. The lightweight deectometer (LWD), the dynamic cone penetrometer (DCP), and the soil stiness gauge (SSG) were conducted in companion with the moisture-density tests. This was done to find the effects of the moisture content and dry density on the modulus of the soil. The measured modulus value correlated poorly to the soil density gauge dry density and moisture content from both SDG and laboratory.
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Asian Institute of Technology Library Archives | AIT Caps. Proj. no.CIE-17-53 (Browse shelf(Opens below)) | 1 | Available | 30050120394548 | |||||||||||||
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Asian Institute of Technology Library Archives | AIT Caps. Proj. no.CIE-17-53 (Browse shelf(Opens below)) | Available | |||||||||||||||
20-AIT Publication
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Asian Institute of Technology Library AIT Publications | AIT Caps. Proj. no.CIE-17-53 (Browse shelf(Opens below)) | 1 | Available | 30050120951685 |
A capstone project report submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Engineering Civil and Infrastructure Engineering, School of Engineering and Technology
Capstone Project (B.Sc.)-Asian Institute of Technology, 2017
This paper presents and compares the results from a series of in situ modulus-based compaction control tests that were conducted during construction of a part of highway construction project in Thailand. Three alternative modulus-based devices were used. The lightweight deectometer (LWD), the dynamic cone penetrometer (DCP), and the soil stiness gauge (SSG) were conducted in companion with the moisture-density tests. This was done to find the effects of the moisture content and dry density on the modulus of the soil. The measured modulus value correlated poorly to the soil density gauge dry density and moisture content from both SDG and laboratory.
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