Probabilistic assessment of tunneling-induced building damage-Reference-Cited by-同舟云学术

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Probabilistic assessment of tunneling-induced building damage

Published:2019-09 Issue: Volume:113 Page:103097
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Franco Victor H.,Gitirana Gilson de F.N.,de Assis André P.

Funder

Conselho Nacional de Desenvolvimento Científico e Tecnológico – CNPq

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Face stability conditions with earth-pressure-balanced shields;Anagnostou;Tunn Undergr Space Technol,1996

2. The mechanics of soils and foundations;Atkinson,2007

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

4. Reliability and statistics in geotechnical engineering;Baecher,2005

5. Mechanics of residual soils;Blight,2012

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1. Deformation behavior and damage characteristics of surface buildings induced by undercrossing of shallow large-section loess tunnels;Engineering Failure Analysis;2024-08

2. Coupled analysis and simulation of safety risk in subway tunnel construction by shallow-buried excavation method based on system dynamics;Journal of Intelligent & Fuzzy Systems;2024-05-07

3. Urban Tunneling Risk Management: Ground Settlement Assessment through Proportional Hazards Modeling;J MIN ENVIRON;2024

4. Tunnels in Tropical Soils—A Sensibility Analysis of Soil Parameters Applied on the Construction of Line 5 of the São Paulo Metro;Lecture Notes in Civil Engineering;2024

5. Prediction of Soil–Water Characteristic Curves in Bimodal Tropical Soils Using Artificial Neural Networks;Geotechnical and Geological Engineering;2023-12-27

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