3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy-Reference-Cited by-同舟云学术

3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy

Published:2024-04 Issue:4 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Russo Gianpiero¹^ORCID,Nicotera Marco Valerio²^ORCID,Esposito Ilaria³^ORCID

Affiliation:

1. Full Professor, Dept. of Civil and Environmental Engineering, Università di Napoli Federico II, Via Claudio 21, Napoli 80125, Italy. ORCID:

2. Associate Professor, Dept. of Civil and Environmental Engineering, Università di Napoli Federico II, Via Claudio 21, Napoli 80125, Italy. ORCID:

3. Ph.D. Student, Dept. of Civil and Environmental Engineering, Università di Napoli Federico II, Via Claudio 21, Napoli 80125, Italy (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11867

Reference53 articles.

1. Alonso, E. E., and A. Ledesma. 2022. “Protecting the Sagrada Familia temple from railway tunnel construction.” In Geotechnical engineering for the preservation of monuments and historic sites III, 87–115. Boca Raton, FL: CRC Press.

2. Application of a new constitutive model to the analysis of plate load tests in a pyroclastic rock

3. Aversa S. 1991. “Mechanical behaviour of soft rocks: Some remarks.” In Proc. Workshop on Experimental Characterisation and Modelling of Soils and Soft Rocks 191–223. Napoli Italy: CUEN.

4. The Mechanical Behaviour of a Pyroclastic Rock: Yield Strength and "Destructuration" Effects

5. Small-strain stiffness in geotechnical analyses

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

2. Force and Deformation Characteristics of Large-Scale Zoning Excavation in Soft Soil: A Case Study in Hangzhou;Applied Sciences;2024-07-21

3. Building information modeling and complementary technologies in heritage buildings: A bibliometric analysis;Results in Engineering;2024-06

4. Effect of stiffness of building adjacent to excavation on deformation of the excavation wall;Numerical Methods in Civil Engineering;2024-06-01