Development of models to estimate the subgrade and subbase layers' resilient modulus from in-situ devices test results for construction control.

Mohammad, Louay N.; Louisiana Transportation Research Center

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Development of models to estimate the subgrade and subbase layers' resilient modulus from in-situ devices test results for construction control.

2009-05-01
By Mohammad, Louay N.

[PDF-26.97 KB]

English

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Details:

Creators:

Mohammad, Louay N.
Corporate Creators:

Louisiana Transportation Research Center
Subject/TRT Terms:

[+]

Cohesive Soils Field Tests Granular Soils Modulus Of Resilience Quality Assurance Quality Control Subbase (Pavements) Subgrade (Pavements)
Publication/ Report Number:

LTRC technical summary report 406 ; LTRC Proj. No. 02-4B ; State Proj. No. 736-99-1003

LTRC technical summary report 406 ; LTRC Proj. No. 02-4B ; State Proj. No. 736-99-1003 Less -
Resource Type:

Tech Report
Geographical Coverage:

Louisiana
Corporate Publisher:

Louisiana Transportation Research Center
Abstract:

The primary objective of this research was to develop models that predict the resilient modulus of cohesive and granular soils from the test results of various in-situ test devices for possible application in QA/QC during construction of pavement structure. The secondary objective was to examine the effects of material type, moisture content, and dry unit weight on the resilient characteristics of investigated cohesive and granular materials.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:335c4f2c762a166d97d9f7f6ec06a69b5f454cdc88eb6f3ce0800d7a790cbf90
Download URL:

https://rosap.ntl.bts.gov/view/dot/22351/dot_22351_DS1.pdf
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Development of models to estimate the subgrade and subbase layers' resilient modulus from in-situ devices test results for construction control.

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