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Discussion of "Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays".
- Source :
-
Journal of Geotechnical & Geoenvironmental Engineering . Jul2024, Vol. 150 Issue 7, p1-4. 4p. - Publication Year :
- 2024
-
Abstract
- This document discusses a research paper that proposes a modified method for evaluating the stability of deep excavations in soft clays. The discussion raises concerns about the proposed method and questions the assumptions made by the authors. It suggests alternative explanations for the observed behavior of excavations in soft clays and criticizes the models used in the study for not accurately representing actual ground movement patterns caused by excavation. The author invites the study authors to respond to these criticisms. [Extracted from the article]
- Subjects :
- *EXCAVATION
*CLAY
*ORGANOCLAY
*BEARING capacity of soils
*BUILDING foundations
Subjects
Details
- Language :
- English
- ISSN :
- 10900241
- Volume :
- 150
- Issue :
- 7
- Database :
- Academic Search Index
- Journal :
- Journal of Geotechnical & Geoenvironmental Engineering
- Publication Type :
- Academic Journal
- Accession number :
- 177251877
- Full Text :
- https://doi.org/10.1061/JGGEFK.GTENG-12084