- Title
- Effect of negative excess pore-water pressure on the stability of excavated slopes
- Creator
- Ghadrdan, Mohsen; Shaghaghi, Tahereh; Tolooiyan, Ali
- Date
- 2020
- Type
- Text; Journal article
- Identifier
- http://researchonline.federation.edu.au/vital/access/HandleResolver/1959.17/172007
- Identifier
- vital:14415
- Identifier
-
https://doi.org/10.1680/jgele.19.00040
- Identifier
- ISBN:2049-825X
- Abstract
- Generation of negative excess pore-water pressure (NEPWP) due to the excavation of saturated soils under undrained conditions and the dissipation that follows over time may result in different short- and long-term slope instability. The NEPWP generated due to excavation gradually decreases towards equilibrium or, in some cases, steady seepage. Hence, total pore-water pressures immediately after excavation are lower than the ultimate equilibrium values, leading to a reduction of the average effective stresses in the slope and subsequently threatening stability in the long term. In this research study, the stability of three benchmark civil and mining excavations has been studied, considering the effects of the generation and dissipation of NEPWP. A series of numerical simulations are conducted to determine the role of in situ stresses and time in NEPWP dissipation as well as the consequent effects on the stability of the excavated slopes. To conduct a realistic time-dependent transient analysis, fully coupled hydro-geomechanical formulation has been employed. Results show that in general, higher removal of stress levels lead to higher NEPWP generation and higher factor of safety values in the short term. Thereafter, the dissipation of NEPWP threatens the long-term stability of the excavation.
- Publisher
- ICE Publishing
- Relation
- Geotechnique Letters Vol. 10, no. 1 (Mar 2020), p. 20-29
- Rights
- Copyright © ICE Publishing 2020, all rights reserved
- Rights
- This metadata is freely available under a CCO license
- Rights
- Open Access
- Subject
- 0403 Geology; 0905 Civil Engineering; 0909 Geomatic Engineering; Excavation; Pore pressures; Time dependence; Delayed failure; Strength; Clays
- Full Text
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