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Skip to Search Results- 428Civil and Environmental Engineering, Department of
- 265Civil and Environmental Engineering, Department of/Structural Engineering Reports
- 133Civil and Environmental Engineering, Department of/Research Materials (Civil & Environmental Engineering)
- 24Civil and Environmental Engineering, Department of/Presentations (Civil & Environmental Engineering)
- 7Geotechnical and Geoenvironmental Engineering Program
- 6Civil and Environmental Engineering, Department of/Masonry Chair Reports
- 40Fayek, Aminah Robinson
- 35Kulak, Geoffrey L.
- 33Grondin, Gilbert Y.
- 29Alireza Nouri
- 21Simmonds, S. H.
- 18Driver, Robert G.
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1969
Structural engineering report SER 20 | SER-ID SER20
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2010-09-01
Lubell, Adam S., Andermatt, Matthias F.
Structural engineering report SER 291 | SER-ID SER291
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2012-05-01
The objective of the analysis summarized in this report is to re-establish the correlation between unit strength and prism strength using more recent test results. These correlations were examined using a large database of available test results of prism testing conducted in North America. The...
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1978
Warwaruk, J., Hatzinikolas, M., Longworth, J.
Structural engineering report SER 70 | SER-ID SER70
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1997
Grondin, Gilbert Y., Schumacher, Ann, Kulak, Geoffrey L.
Structural engineering report SER 217 | SER-ID SER217
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Consensus building and optimization in group decision-making for the risk assessment of Wind Farm Project
Download2020-01-01
Hao, Yajie, Kedir, Nebiyu Siraj, Seresht, Nima Gerami, Pedrycz, Witold, Fayek, Aminah Robinson
Infrastructure projects for harnessing renewable energy (e.g., wind farm projects) have recently gained popularity because of their low adverse impact on the environment. However, it is challenging to perform risk assessments for these projects because data are either scarce or of low quality....
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2016-01-01
Mojtaba Rahimi, Dave Chan, Alireza Nouri
This paper presents a constitutive model for describing the stress-strain response of sands under cyclic loading. The model, formulated using the critical state theory within the bounding surface plasticity framework, is an upgraded version of an existing model developed for monotonic behavior...
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2018-01-01
Mojtaba Rahimi, Dave Chan, Alireza Nouri
An elastoplastic constitutive model within the framework of bounding surface plasticity theory is adopted to predict the mechanical behaviour of soft sandstone under monotonic and cyclic loadings. In this model, the loading surface always passes through the current stress state regardless of the...
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