Literature survey will show that the fundamentals of modern tunnelling were already well understood during 19th and 20th century. The basic processes were almost completely understood by then and the only actual innovations have been in the use of new materials (shotcrete, high-strength steel, steel fibre reinforcements, admixtures, etc).
Based on the country of origin and underlying principles, there have been many classification of "tunnelling methods". It is quite obvious that differentiation of various "tunnelling methods" is sometimes difficult and they often overlap with each other. More often, a combination of "methods" offers an optimal solution for the problem at hand. However, for the case of classification, the classical tunnelling methods can be broadly divided into:
- German Tunnelling Method - Core method
- The English Tunnelling Method - Longitudinal beam/ trestle method
- Belgian Tunnelling Method - Underpinning method
- The (old) Austrian Tunnelling Method - Upraise tunnelling
- The New Austrian Tunnelling Method (NATM) - Thin-walled support to relieve ground pressure
- The Italian Tunnelling Method - ADECO-RS (Lunardi Method)
Italian - Packing method in squeezing condition [4] |
While the Austrian method calls for partial excavation to increase face stability, the Italian method advocates full face excavation but with advance face support using methods like glass fibre anchors, jet grouting etc. This results in early ring closure than with the excavation of the entire cross-section in parts and keeps the deformation of the rock mass low. In addition, it also permits the use of large and powerful machines and hence faster production rates.
Lunardi [3] summarizes that the ADECO-RS approach emphasis to:
While it may seem very similar to the New Austrian Method of measurement and control, Lunardi [3] clearly summarizes the difference in design and control using the pictures below:
Elaborate explanation about ADECO-RS method is given in Dr. Lunardi's book [1].
- Analyse the deformation response of the ground both ahead of and down from the face (using experimental, full scale, numerical, empirical tools etc)
- Controlling the susceptibility to deformation of the ground ahead of the face (advance core) by using appropriate stabilization techniques (various face stabilization techniques proposed in Dr. Lunardi's paper are shown below).
Choice of face stabilization methods [4] |
Difference in analysis approach |
Difference in control approach |
References:
[1] P. Lunardi, Design and Construction of Tunnels: Analysis of Controlled Deformations in Rock and Soils (ADECO-RS). Springer, 2008.
[2] Pelizza, S.; Peila, D.: Soil and Rock Reinforcements in Tunnelling. In: Tunneling and Underground Space Tech. 8 (1993), No. 3, S. 357–372.
[3] P. Lunardi, “The design and constrution of tunnels using the approach based on the analysis of controlled deformation in rock and soils,” Tunnels & Tunnelling International, no. May, pp. 3–30, 2000.
[4] Maidl, Bernhard, Markus Thewes, and Ulrich Maidl. Handbook of Tunnel Engineering I: Structures and Methods. Vol. 1. John Wiley & Sons, 2013.
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