Effects of curing methods and supplementary cementitious material use on freeze thaw durability of concrete containing d-cracking aggregates : [technical summary].

Riding, Kyle A.; Blackwell, Brett; Momeni, Amir Farid; McLeod, Heather; Kansas State University. Transportation Center

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

Effects of curing methods and supplementary cementitious material use on freeze thaw durability of concrete containing d-cracking aggregates : [technical summary].

2013-12-01
By Riding, Kyle A. ; Blackwell, Brett ; Momeni, Amir Farid ; ...

[PDF-390.04 KB]

English

Details You May Also Like

Details:

Creators:

Riding, Kyle A. ; Blackwell, Brett ; Momeni, Amir Farid ; McLeod, Heather

Riding, Kyle A. ; Blackwell, Brett ; Momeni, Amir Farid ; McLeod, Heather Less -
Corporate Creators:

Kansas State University. Transportation Center
Subject/TRT Terms:

[+]

Air Voids Concrete Curing Concrete Pavements D Cracking Durability Tests Freeze Thaw Durability Limestone Aggregates Permeability Service Life Test Procedures
Publication/ Report Number:

KSU-11-2
Resource Type:

Tech Report
Geographical Coverage:

Kansas
Corporate Publisher:

Kansas. Dept. of Transportation
Abstract:

For concrete pavements in Kansas, the most effective method of increasing their sustainability is to increase the service life. One of the principle mechanism of concrete pavement deterioration in Kansas is freezing and thawing damage. Some Kansas limestone aggregates are known to be very susceptible to D-cracking and have resulted in millions of dollars in maintenance costs. The Kansas Department of Transportation (KDOT) has developed rigorous testing procedures for limestone aggregate use in concrete pavement, including that they pass the KT-MR-22 concrete prism freezing and thawing test, which can take up to 6 months to complete. This project aimed to 1) shorten significantly the total time needed to perform the KT-MR-22 test method by changing the curing methods used and 2) determine any change in concrete freeze-thaw resistance as a result of a change in the concrete permeability from the use of supplementary cementitious materials (SCMs).
Format:

PDF
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:af874a2f07aec16d8114c5259a2dbd4ed96468918b48a9b48d4482f2ffdefab2
Download URL:

https://rosap.ntl.bts.gov/view/dot/26816/dot_26816_DS1.pdf
File Type:

No Additional Files

More +

Effects of curing methods and supplementary cementitious material use on freeze thaw durability of concrete containing d-cracking aggregates : [technical summary].

Details:

Supporting Files

You May Also Like