Keynote Lecture 5: Giovanni Lombardi Grouting of Rock Masses

Deep Foundations Institute
Giovanni Lombardi
Organization:
Deep Foundations Institute
Pages:
6
File Size:
463 KB
Publication Date:
Feb 10, 2003

Abstract

In order to get a clear overview of the grouting works carried out, to avoid misinterpretations of the data and functions shown on the display of the grout monitoring device, it is recommended to keep the flow rate as constant as possible. Obviously, at the beginning of the process, the flow rate will increase from nil to the selected "basic" value. An important question frequently addressed is also how to reduce the flow rate in nearing the GIN limit so to finally reach the target intensity. Depending on the actual conditions, there are different manners to proceed. However, the following one appears to be the most convenient. It is represented on Figure 25. Being GIN the target intensity, two new limits at, let's say, 0.95 GIN and at 1.05 GIN as shown in the figure should be defined. The selected basic grout flow rate "q0", is kept as constant as possible all along the grouting process until the 0.95 GIN limit is reached. The flow is then reduced step wise to 2/3 q0, 1/3 q0 and zero at crossing each of the three limits. A similar rule can be used in respect to the maximum pressure, while for the maximum volume the process can be stopped at one time. Obviously the number of successive limits and thus the number of steps in reducing the pressure, as well as the width of the fringes defined in said way may be adapted to the local conditions.
Citation

APA: Giovanni Lombardi  (2003)  Keynote Lecture 5: Giovanni Lombardi Grouting of Rock Masses

MLA: Giovanni Lombardi Keynote Lecture 5: Giovanni Lombardi Grouting of Rock Masses. Deep Foundations Institute, 2003.

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