Durability and Volumetric Stability of Non-Proprietary Ultra-High- Performance Concrete Mixes Batched With Locally Sourced Materials [Research Brief]

Banerji, Srishti; Sorensen, Andrew D.; Al Sarfin, Md. Abdullah

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Durability and Volumetric Stability of Non-Proprietary Ultra-High- Performance Concrete Mixes Batched With Locally Sourced Materials [Research Brief]

2024-08-01
By Banerji, Srishti ; Sorensen, Andrew D. ; Al Sarfin, Md. Abdullah

File Language:

English

Details

Creators:

Banerji, Srishti ; Sorensen, Andrew D. ; Al Sarfin, Md. Abdullah
Corporate Creators:

Mountain-Plains Consortium ; Utah State University
Corporate Contributors:

United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology
Subject/TRT Terms:
Publication/ Report Number:

MPC-695
Resource Type:

Brief
Geographical Coverage:

United States
Edition:

Research Brief
Corporate Publisher:

Mountain-Plains Consortium
Abstract:

This study uses response surface methodology and central composite design to optimize the UHPC mixture. The optimized UHPC mixture with 2% steel fiber by volume achieves a 22,113 psi (153 MPa) compressive strength. The study undertakes a comprehensive experimental program to evaluate compressive strength, freeze-thaw durability, surface resistivity, and autogenous and drying shrinkage on the non-proprietary mix using available test standards.
Format:

PDF
Download URL:

https://rosap.ntl.bts.gov/view/dot/78766/dot_78766_DS1.pdf
File Type:

[PDF - 505.37 KB]
Collection(s):

University Transportation Centers
Main Document Checksum:

urn:sha-512:eb61f9dcf5508438879e907a5400bae0174bae7b3bf9458b3427208a52342850918fdb53684c7f4d3d7a7da1b2c203180bd2c1dd4707a705aff47423c078a95f

File Language:

English

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