Collapse Settlement Prediction of Footings Built over Natural and Compacted Soils-Reference-Cited by-同舟云学术

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Collapse Settlement Prediction of Footings Built over Natural and Compacted Soils

Published:2022-03-17 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2022
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Author:

Rodrigues Roger Augusto¹²³,Soares Fabio Visnadi Prado¹²³,Sanchez Marcelo¹²³

Affiliation:

1. Dept. of Civil and Environmental Engineering, São Paulo State Univ., Bauru, Brazil.

2. Graduate Student, Dept. of Civil and Environmental Engineering, São Paulo State Univ., Bauru, Brazil

3. Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784484050.024

Reference24 articles.

1. Alonso E. E. Gens A. and Hight D. W. (1987). “Special problems soils.” Proc. 9th Eur. Conf. on Soil Mechanics and Found. Eng. E. T. Hanrahan T. L. L. Orr and T. F. Widdis. eds. Dublin 1087–1146.

2. A constitutive model for partially saturated soils

3. Booth A. R. (1975). “The factors influencing colapse settlement in compacted soils”. Proc. 6th Reg. Conf. for Africa Soil Mechanics & Foundation Engineering Durban 57–63.

4. Influence of Clod-Size and Structure on Wetting-Induced Volume Change of Compacted Soil

5. Yielding and plastic behaviour of an unsaturated compacted silt

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