摘要: |
The objectives of the proposed research are intended to achieve the
goal of using ultra-high performance concrete (UHPC), fiber reinforced self-consolidating concrete (FR-SCC), and MALP concrete to construct durable repairs to continuity joints
and end regions of Oklahoma prestressed concrete bridge girder systems. These objectives
consist of the following: (1) Identify best practices for mixing and placement of thin encapsulation repairs using
UHPC, FR-SCC, and MALP concrete; (2) Evaluate cracking resistance and contribution of thin UHPC, FR-SCC, and MALP
concrete repairs to structural strength; (3) Implement UHPC, FR-SCC, and MALP concrete repairs to an in-service bridge and
monitor over time; (4) Create specifications for UHPC, FR-SCC, and MALP concrete materials, mixing,
placement, and quality control for use in Oklahoma bridge repair. The research will directly result in information and guidance ODOT can use to
implement UHPC, FR-SCC, and MALP concrete repairs in the future |