Determination of resilient modulus values for typical plastic soils in Wisconsin.

Titi, Hani H.; English, Ryan; University of Wisconsin--Milwaukee. Dept. of Civil Engineering and Mechanics

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Determination of resilient modulus values for typical plastic soils in Wisconsin.

2011-09-01
By Titi, Hani H. ; English, Ryan

[PDF-4.07 MB]

English

Details You May Also Like

Details:

Creators:

Titi, Hani H. ; English, Ryan

Titi, Hani H. ; English, Ryan Less -
Corporate Creators:

University of Wisconsin--Milwaukee. Dept. of Civil Engineering and Mechanics
Corporate Contributors:

Wisconsin. Dept. of Transportation. Research Coordination Section
Subject/TRT Terms:

[+]

Fine Grained Soils Modulus Of Resilience Plastic Soils Resilient Modulus, Fine-grained Soils, Wisconsin Finegrained Soils.
Publication/ Report Number:

WHRP 11-04
Resource Type:

Tech Report
Geographical Coverage:

Wisconsin
Corporate Publisher:

Wisconsin. Department of Transportation
Abstract:

"The objectives of this research are to establish a resilient modulus test results database and to develop

correlations for estimating the resilient modulus of Wisconsin fine-grained soils from basic soil properties. A

laboratory testing program was conducted on representative Wisconsin fine-grained soils to evaluate their

physical and compaction properties. The resilient modulus of the investigated soils was determined from the

repeated load triaxial (RLT) test following the AASHTO T307 procedure. The laboratory testing program

produced a high-quality and consistent test results database.

The resilient modulus constitutive equation of the mechanistic-empirical pavement design was selected to

estimate the resilient modulus of Wisconsin fine-grained soils. Material parameters (ki) of the constitutive

equation were evaluated from RLT test results. Then, statistical analysis was performed to develop correlations

between basic soil properties and constitutive model parameters (ki). Comparisons of resilient modulus values

obtained from RLT test and values estimated from the resilient modulus constitutive equations showed that both

results are in agreement. The correlations developed in this study were able to estimate the resilient modulus of

the compacted subgrade soils with reasonable accuracy. The proposed material parameters correlations could

be used to estimate the resilient modulus of Wisconsin fine-grained soils as level II input parameters. Statistical

analysis on the test results also provided resilient modulus values for the investigated soil types, which can be

used as Level III input parameters."
Format:

PDF
Funding:

WisDOT SPR# 0092-08-12
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:7e4bdd9c3503853ab03f7991599664397a45ee8d0ae867d3e0dfebf62351f24d
Download URL:

https://rosap.ntl.bts.gov/view/dot/23528/dot_23528_DS1.pdf
File Type:

No Additional Files

More +

Determination of resilient modulus values for typical plastic soils in Wisconsin.

Details:

Supporting Files

You May Also Like