Probabilistic approach to assessing and monitoring settlements caused by tunneling

Author:

Camós CarlesORCID,Špačková Olga,Straub Daniel,Molins Climent

Funder

MINECO

European Regional Development Funds

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference23 articles.

1. Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil;Attewell;Ground Eng.,1982

2. Soil Movements Induced by Tunneling and their Effects on Pipelines and Structures;Attewell,1986

3. Building response to excavation-induced settlement;Boscardin;J. Geotech. Eng. – ASCE,1989

4. Burland, J.B., 2008. The assessment of the risk of damage to buildings due to tunnelling and excavations. Jornada Técnica Payma Cotas: Movimiento de edificios inducidos por excavaciones. p. 13.

5. Burland, J.B., Broms, B., De Mello, V.F.B., 1977. Behaviour of foundations and structures. In: Proc. 9th International Conference on Soil Mechanics and Foundations Eng., vol. 2, pp. 495–546.

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