Polymer-Impregnated Concrete Tunnel Support And Lining System

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 16
- File Size:
- 889 KB
- Publication Date:
- Jan 1, 1997
Abstract
INTRODUCTION The Bureau of Reclamation is conducting a research program to investigate, develop, and test polymer-impregnated concrete tunnel support and lining systems for gravity flow, circular cross-section water conveyance tunnels. This system consists of segmented precast rings, backfilled with concrete. Polymer-impregnated concrete is conventional precast concrete which has been impregnated with a liquid monomer. The liquid monomer is subsequently converted to a polymer by thermal-catalytic or radiation methods. The polymer is a solid plastic which fills voids and microfractures within the concrete, resulting in greatly improved strength and modulus of elasticity and reduced permeability, which in turn increases the durability of the concrete. The immediate goals of the program are to develop techniques for the fabrication of precast concrete segments, test single segments to determine physical and mechanical properties, assemble the segments into a support and lining system, load and test the full-scale system, evaluate specific applications, and develop design criteria and construction procedures. NEED FOR THE TEST PROGRAM Modern rapid underground excavation technology emphasizes desirability of supporting and lining a tunnel closely behind the heading without reducing the excavation rate. Therefore,
Citation
APA:
(1997) Polymer-Impregnated Concrete Tunnel Support And Lining SystemMLA: Polymer-Impregnated Concrete Tunnel Support And Lining System. Society for Mining, Metallurgy & Exploration, 1997.