The research described in this dissertation concerns the soil movements due to tunnelling in two layers ground condition and its effects on pre-existing historical structures. In this introductory chapter the objectives and background of the work are presented, followed by an overview of the methodology used to investigate the problem and an outline of the following chapters.
Tunnelling in layered ground and its effects on pre-existing masonry structures
CAPORALETTI, PAOLA
2005
Abstract
The research described in this dissertation concerns the soil movements due to tunnelling in two layers ground condition and its effects on pre-existing historical structures. In this introductory chapter the objectives and background of the work are presented, followed by an overview of the methodology used to investigate the problem and an outline of the following chapters.File in questo prodotto:
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Utilizza questo identificativo per citare o creare un link a questo documento:
https://hdl.handle.net/20.500.14242/99504
Il codice NBN di questa tesi è
URN:NBN:IT:UNIROMA1-99504