The Cement Grouting of Discontinuities in Rock Masses

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 8
- File Size:
- 416 KB
- Publication Date:
- Jan 1, 1986
Abstract
In the field of grouting, practitioners fre¬quently advocate procedures that are often unique and contradictory. As a result there has been considerable debate as to what constitutes optimum grouting practice. A knowledge of both the rheological properties and the flow characteristics of grouts is essential to the development of a rational understanding of the grouting process. Flow models and viscosity experiments have been conducted using cement grouts comprising High Early Strength Portland and Microfine cements. The addition of superplasticizers was found to enhance the flowability of the grouts as well as to reduce the effective groutability ratio. Steady state flow equations and design charts for predicting the radial penetration of cement grouts have been developed.
Citation
APA:
(1986) The Cement Grouting of Discontinuities in Rock MassesMLA: The Cement Grouting of Discontinuities in Rock Masses. Society for Mining, Metallurgy & Exploration, 1986.