Author(s): | Ritter, Stefan; DeJong, Matthew; Giardina, Giorgia |
Title: | Experimental evaluation of analytical methods to assess building response to tunnelling subsidence |
Abstract: | This paper evaluates the performance of currently available analytical procedures to assess building response to tunnelling-induced ground displacements. The focus is on methods that account for the interaction between the soil and the structure during tunnelling. These methods relate the soil to the building stiffness and are often called Relative Stiffness Methods (RSMs). Results from centrifuge model tests are used to evaluate the ability of these RSMs to predict building deformations. This evaluation benefits from detailed building models including facade openings, intermediate walls and strip footings. The range of RSM predictions was large, and the accuracy of each RSM was quantified. It was found that no RSM accurately predicts flexural building deformations. Recommendations that consider the building-to-tunnel position to achieve accurate predictions are indicated. This contribution provides a better understanding of the performance of currently available criteria to assess the risk of urban tunnelling. |
Source: | Geomechanics and Tunnelling 12 (2019), No. 5 |
Page/s: | 499-504 |
Language of Publication: | English/German |
I would like to buy the article
You can download this article for 25 € as a PDF file (0.51 MB). The PDF file can be read, printed and saved. Duplication and forwarding to third parties is not allowed. |
I am an online subscriberAs an online subscriber of the journal "Geomechanics and Tunnelling" you can access this article via Wiley Online Library. |
I would like to order "Geomechanics and Tunnelling"This article has been published in the journal "Geomechanics and Tunnelling". If you would like to learn more about the journal, you can order a free sample copy or find out more information on our website. |