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Bottom Reinforcement in Braced Excavations: Coupled Analysis and New Method for Basal-Heave Stability Study

Title
Bottom Reinforcement in Braced Excavations: Coupled Analysis and New Method for Basal-Heave Stability Study
Type
Article in International Scientific Journal
Year
2020
Authors
José Leitão Borges
(Author)
FEUP
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Rita Marialva Santos
(Author)
Other
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Journal
Title: Soils and RocksImported from Authenticus Search for Journal Publications
Vol. 43 No. 2
Pages: 199-217
ISSN: 1980-9743
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Publicação em ISI Web of Knowledge ISI Web of Knowledge
Publicação em ISI Web of Science ISI Web of Science
Publicação em Scopus Scopus
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Resumo (PT):
Abstract (EN): Soil-cement bottom reinforcement is commonly used in braced excavations in soft soils, so that ground displacements can be reduced and excavation safety against bottom failure increase. However, there is a lack of studies in the literature regarding such reinforced excavations in which the stability against bottom heave is analysed through mechanical-hydraulic coupled modelling. In the paper, in order to contribute to overcome such deficiency, a braced excavation in soft soil, incorporating a jet-grout base slab, is analysed. A finite element code, which incorporates the above-mentioned features, is used and a new method for basal stability analysis - which utilizes the numerical results obtained by the finite element code - is proposed and applied. Two cases of the same problem, with and without soil-cement bottom slab, are compared.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 19
Documents
File name Description Size
JLB_RMS_SandR_2020 7009.13 KB
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