The behavior of a foundation transversally loaded at the top over highly porous and collapsible soil
In geotechnical engineering, the use of caisson foundations transversally loaded at the top is common. This type of foundation is frequently used on high-porosity and collapsible soils, which are common in many regions in Brazil. Because of the limited information available in the literature, two lo...
Main Authors: | Roberto Kassouf, David de Carvalho, Paulo José Rocha-de Albuquerque |
---|---|
Format: | Article |
Language: | English |
Published: |
Universidad Nacional de Colombia
2016-10-01
|
Series: | Dyna |
Subjects: | |
Online Access: | https://revistas.unal.edu.co/index.php/dyna/article/view/52529 |
Similar Items
-
Estimate of the residual loads obtained in the end of piles driven in porous soils
by: David de Carvalho, et al.
Published: (2005-02-01) -
Experimental study of collapsing properties of the compacted soil foundation of auto-road embankment
by: Yushkov Boris Semenovich, et al.
Published: (2014-06-01) -
Comportamento de tubulões escavados a céu aberto, submetidos a carregamentos dinâmicos, em solo colapsível
by: Campelo, Nilton de Souza
Published: (2000) -
Comportamento de tubulões escavados a céu aberto, submetidos a carregamentos dinâmicos, em solo colapsível
by: Nilton de Souza Campelo
Published: (2000) -
Geotechnical properties of Egyptian collapsible soils
by: Khaled E. Gaaver
Published: (2012-09-01)