A platform for research: civil engineering, architecture and urbanism
Sequential excavation, NATM and ADECO: What they have in common and how they differ
AbstractRabcewicz (1964, 1965) maintained that “tunnels should be driven full face whenever possible”. ADECO, which stands for “Analysis of Controlled Deformations in tunnels”, now allows us to fulfill Rabcewicz’s dream in any stress–strain condition. In order to achieve that dream and its consequent control over cost and schedule, however, NATM must be abandoned for the ADECO. The paper traces the history of the sequential excavation, NATM (as first conceived) and Analysis of Controlled Deformations (ADECO) with the aim of shedding light on the unavoidable use of sequential excavation in “soft ground”, and of highlighting advances in tunnel design and construction that have occurred in Europe after and as alternates to the NATM. The paper presents the basic concepts in the ADECO approach to design, construction and monitoring of tunnels together with some case histories, including: full face excavation for Cassia tunnel (face area>230m2) in sands and silts under 5m cover below an archeological area in Rome, Italy; Tartaguille tunnel (face area>140m2) advanced full face in highly swelling and squeezing ground under 100m cover where NATM led to catastrophic failure, France; and 80km of tunnels (face area>140m2) advanced full face in highly squeezing/swelling ground under 500m cover for the high-speed railway line between Bologne and Florence, Italy (turnkey contract).
Sequential excavation, NATM and ADECO: What they have in common and how they differ
AbstractRabcewicz (1964, 1965) maintained that “tunnels should be driven full face whenever possible”. ADECO, which stands for “Analysis of Controlled Deformations in tunnels”, now allows us to fulfill Rabcewicz’s dream in any stress–strain condition. In order to achieve that dream and its consequent control over cost and schedule, however, NATM must be abandoned for the ADECO. The paper traces the history of the sequential excavation, NATM (as first conceived) and Analysis of Controlled Deformations (ADECO) with the aim of shedding light on the unavoidable use of sequential excavation in “soft ground”, and of highlighting advances in tunnel design and construction that have occurred in Europe after and as alternates to the NATM. The paper presents the basic concepts in the ADECO approach to design, construction and monitoring of tunnels together with some case histories, including: full face excavation for Cassia tunnel (face area>230m2) in sands and silts under 5m cover below an archeological area in Rome, Italy; Tartaguille tunnel (face area>140m2) advanced full face in highly swelling and squeezing ground under 100m cover where NATM led to catastrophic failure, France; and 80km of tunnels (face area>140m2) advanced full face in highly squeezing/swelling ground under 500m cover for the high-speed railway line between Bologne and Florence, Italy (turnkey contract).
Sequential excavation, NATM and ADECO: What they have in common and how they differ
Tonon, Fulvio (author)
Tunnelling and Underground Space Technology ; 25 ; 245-265
2009-12-10
21 pages
Article (Journal)
Electronic Resource
English
Sequential excavation, NATM and ADECO: What they have in common and how they differ
Online Contents | 2010
|Sequential excavation, NATM and ADECO: What they have in common and how they differ
British Library Online Contents | 2010
|Comparison of excavation methods - ADECO-RS versus NATM
Tema Archive | 2004
|ADECO as an Alternative to NATM: 22 m Wide, 14 m High, Full Face Tunnel Excavation in Clays
British Library Conference Proceedings | 2010
|