Numerical modelling of the interaction between a deep excavation and an ancient masonry wall-Reference-Cited by-同舟云学术

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Numerical modelling of the interaction between a deep excavation and an ancient masonry wall

Published:2014-08-04 Issue: Volume: Page:245-250
ISSN:
Container-title:Geotechnical Aspects of Underground Construction in Soft Ground
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Author:

Amorosi A,Boldini D,de Felice G,Malena M,Di Mucci G

Publisher

CRC Press

Reference12 articles.

1. Amorosi, A., Boldini, D., de Felice, G. & Malena, M. (2012). Tunnelling-induced deformation in a masonry structure: a numerical approach. 7th Int. Symp. on Geotech. Aspects

2. CONCLUSIONS geneization method. Int. J. Numer. Analyt. Methods

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The effect of deep excavation on existing railway tunnel;Geotechnical Aspects of Underground Construction in Soft Ground;2021-05-10

2. A case study of excavation induced displacements in dense urban area;Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art;2020-07-03

3. A case study of excavation induced displacements in dense urban area;Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art;2019-04-17

4. Three-Dimensional Numerical Modelling of Historical Masonry Structures Affected by Tunnelling-Induced Settlements;RILEM Bookseries;2019

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