Analysis of Excavation Support Systems Considering the Influence of Saturated and Unsaturated Soil Conditions
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N6N5.
2. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N6N5 (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002788
Reference59 articles.
1. Adem H. H. and S. K. Vanapalli. 2013. “A simple approach for predicting vertical movements of expansive soils using the mechanics of unsaturated soils.” In Proc. 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering. London: International Society for Soil Mechanics and Geotechnical Engineering.
2. Limit equilibrium design methods for free embedded cantilever walls in granular materials;Bica A. V. D.;Proc. Inst. Civ. Eng.,1989
3. Catana M. C. S. K. Vanapalli and V. K. Garga. 2006. “The water retention characteristics of compacted clays.” In Proc. 4th Int. Conf. on Unsaturated Soils 2006 1348–1359. Reston VA: ASCE.
4. CGS (Canadian Geotechnical Society). 2006. Canadian foundation engineering manual. Richmond, BC, Canada: CGS.
5. A simplified method to estimate the soil-water characteristic curve
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