Effect of large-span three-sided culvert configuration on its performance at service and ultimate loading conditions

Author:

Ramadan Safwat H.,Hesham El Naggar M.

Funder

Natural Sciences and Engineering Research Council of Canada

Government of Ontario Ministry of Transportation

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference30 articles.

1. Seismic soil-culvert interaction;Abuhajar;Can. Geotech. J.,2015

2. Static soil culvert interaction the effect of box culvert geometric configuration and soil properties;Abuhajar;Comput. Geotech.,2015

3. Building Code Requirements for Structural Concrete (ACI 318–14) and Commentary (ACI 318R–14),2014

4. Balachandran, K., Liu, J., Cao, L., Peaker, S., 2015. Statistical correlations between pressuremeter modulus and SPT N-value for glacial tills. In: Proc. 68th Canadian Geotech. Conf. and 7th Canadian Permafrost Conf., Quebec.

5. Vertical loads on concrete box culverts under high embankments. J. Bridge Eng., Am. Soc;Bennett;Civ. Eng.,2005

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