Database for Deep Excavations in Soft Clay with Focus on Groundwater Drainage and Installation Effects-Reference-Cited by-同舟云学术

Database for Deep Excavations in Soft Clay with Focus on Groundwater Drainage and Installation Effects

Published:2024-11 Issue:11 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sandene Thomas¹^ORCID,Langford Jenny²,Kahlström Mats³^ORCID,Long Michael⁴,Ritter Stefan⁵

Affiliation:

1. Senior Engineer, Dept. of Onshore Foundations, Norwegian Geotechnical Institute, Oslo 0806, Norway (corresponding author). ORCID: .

2. Senior Specialist, Dept. of Environmental Geotechnics, Norwegian Geotechnical Institute, Oslo 0806, Norway.

3. Senior Engineer, Dept. of NGI Digital, Norwegian Geotechnical Institute, Oslo 0806, Norway. ORCID: .

4. Associate Professor, School of Civil Engineering, Univ. College Dublin, Dublin 4, Ireland.

5. Senior Advisor, Dept. of Onshore Foundations, Norwegian Geotechnical Institute, Oslo 0806, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12490

Reference46 articles.

1. Aas G. 1984. “Stability problems in a deep excavation in clay.” In Vol. 1 of Proc. Int. Conf. on Case Histories in Geotechnical Engineering 315–323. Rolla MO: Univ. of Missouri-Rolla.

2. BegrensSkade. 2015. “BegrensSkade.” Accessed October 15 2023. https://www.ngi.no/prosjekter/begrensskade/.

3. Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings;Bjerrum L.;Géotechnique,1967

4. Stability of strutted excavations in clay

5. Braaten A. G. Baardvik A. Vik and G. Brendbekken. 2004. “Observed effects on pore pressures caused by extensive foundation works in a deep excavation in clay.” [In Norwegian.] In Proc. XIV Nordic Geographers Meeting Ystad Sweden: Swedish Geotechnical Society.