Investigation of the performance of self-consolidating concrete in drilled shafts.

Hall, Andrew; Cleary, Thomas; New Hampshire. Dept. of Transportation. Bureau of Materials and Research

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

Investigation of the performance of self-consolidating concrete in drilled shafts.

2011-01-01
By Hall, Andrew ; Cleary, Thomas

[PDF-5.36 MB]

Select the Download button to view the document

This document is over 5mb in size and cannot be previewed

English

Details You May Also Like

Details:

Creators:

Hall, Andrew ; Cleary, Thomas

Hall, Andrew ; Cleary, Thomas Less -
Corporate Creators:

New Hampshire. Dept. of Transportation. Bureau of Materials and Research
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Air Content Air Voids Performance Tests Piles (Supports) Segregation (Aggregates) Self Compacting Concrete
Publication/ Report Number:

FHWA-NH-RD-14282Y
Resource Type:

Tech Report
Geographical Coverage:

New Hampshire
Corporate Publisher:

New Hampshire. Dept. of Transportation. Bureau of Materials and Research
Abstract:

This report summarizes the New Hampshire Department of Transportation’s (NHDOT) investigation of

the performance of self-consolidating concrete (SCC) when used in drilled shaft applications. SCC and

conventional concrete (CC) piles were evaluated side-by-side for infilling properties, air content, and

segregation. The investigation was undertaken because the method of construction on this highway

project exposed several feet of the shafts after they were poured affording a unique opportunity to

observe the infilling properties of the two mixes. The NHDOT concluded that for the mixes used, there

was no significant difference in performance.
Format:

PDF
Funding:

14282Y, A000(971)
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:7aa3a7e41115bfdf9ff9b0010ff820ef6710396143469964e30f1a39f2f7ceac
Download URL:

https://rosap.ntl.bts.gov/view/dot/27795/dot_27795_DS1.pdf
File Type:

No Additional Files

More +

Investigation of the performance of self-consolidating concrete in drilled shafts.

Details:

Supporting Files

You May Also Like