The paper presents the results of instrumented compression load tests carried out in three uncased cast-in-place piles (pounded piles, called apiloadas in Brazil) which is largely used in interior part of the state of São Paulo. The tests were conducted with the soil in the natural condition and after soaking with water, before loading, in order to evaluate the influence of the soil collapsibility in the results. The values of the ultimate loads (total, point and lateral loads) obtained in the tests are presented and compared with the values predicted by empirical methods that utilize SPT and CPT results
Two pile axial load tests were performed in a site in Depok, West Java. The soil of the site is pred...
Two pile axial load tests were performed in a site in Depok, West Java. The soil of the site is pred...
Orientador: Paulo José Rocha de AlbuquerqueDissertação (mestrado) - Universidade Estadual de Campina...
Visando o estudo de diversos tipos de fundações implantou-se um Campo Experimental de Engenharia Civ...
Visando o estudo de diversos tipos de fundações implantou-se um Campo Experimental de Engenharia Civ...
It is presented a thesis which aim is the study of the behaviour of vertical piles laterally loaded ...
In geotechnical engineering, the problem of laterally top-loaded piles occurs frequently. This type ...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
Este trabalho se propõe a analisar os efeitos produzidos pela inundação do solo em estacas escavadas...
Este trabalho se propõe a analisar os efeitos produzidos pela inundação do solo em estacas escavadas...
Well proven numerical techniques of analysis have been used to study the manner in which piled found...
The paper studies the behavior of axially loaded piles driven into inundated collapsible soils under...
Abstract: Two pile axial load tests were performed in a site in Depok, West Java. The soil of the si...
Two pile axial load tests were performed in a site in Depok, West Java. The soil of the site is pred...
Two pile axial load tests were performed in a site in Depok, West Java. The soil of the site is pred...
Orientador: Paulo José Rocha de AlbuquerqueDissertação (mestrado) - Universidade Estadual de Campina...
Visando o estudo de diversos tipos de fundações implantou-se um Campo Experimental de Engenharia Civ...
Visando o estudo de diversos tipos de fundações implantou-se um Campo Experimental de Engenharia Civ...
It is presented a thesis which aim is the study of the behaviour of vertical piles laterally loaded ...
In geotechnical engineering, the problem of laterally top-loaded piles occurs frequently. This type ...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
Este trabalho se propõe a analisar os efeitos produzidos pela inundação do solo em estacas escavadas...
Este trabalho se propõe a analisar os efeitos produzidos pela inundação do solo em estacas escavadas...
Well proven numerical techniques of analysis have been used to study the manner in which piled found...
The paper studies the behavior of axially loaded piles driven into inundated collapsible soils under...
Abstract: Two pile axial load tests were performed in a site in Depok, West Java. The soil of the si...
Two pile axial load tests were performed in a site in Depok, West Java. The soil of the site is pred...
Two pile axial load tests were performed in a site in Depok, West Java. The soil of the site is pred...
Orientador: Paulo José Rocha de AlbuquerqueDissertação (mestrado) - Universidade Estadual de Campina...