The main aim of this article is to show how different ways of modelling a construction process of soldier pile walls influence the development of the computational lateral earth pressure in this type of structure. Moreover, the paper includes an analysis of soldier pile systems designed in both traditional (Coulomb, Rankine etc.) and numerical approaches. In order to analyse the above problems, several numerical models of soldier pile walls were built and the results obtained were then compared
The earth pressure distribution against, and the displacement of, a braced sheet pile wall in soft c...
Due to the character of the original source materials and the nature of batch digitization, quality ...
This paper presents a closed-form analytical solution for the consolidation of soil around a lateral...
The paper is focused to a determination of spatial passive earth pressure (soil resistance) in the e...
A method has been developed for calculating the lateral earth pressure on a sheet pile wall with cou...
The behavior of a sheet pile wall constructed on saturated sand soil and exposed to a distant surcha...
Conventional methods used for the design of anchored sheet pile walls are based on the lateral force...
In the design of a cantilever retaining wall, magnitude and distribution of earth pressures are ofte...
Prilikom projektiranja potpornih konstrukcija, podzemnih konstrukcija, zabatnih stijena i drugih pot...
The thesis is divided into three parts. In the first one it deals with the design and the assessment...
Retaining walls provide support for vertical or near vertical grade changes, while also preventing e...
In construction industry, Soldier pile retaining wall with timber laggings is one of the most common...
Generally the lateral load for single pile are analysed as vertical beam support on elastic foundati...
This paper investigates the load-bearing capacity of a perfectly smooth retaining wall laterally sup...
A three-dimensional numerical analysis, based on the indirect boundary element method, is developed ...
The earth pressure distribution against, and the displacement of, a braced sheet pile wall in soft c...
Due to the character of the original source materials and the nature of batch digitization, quality ...
This paper presents a closed-form analytical solution for the consolidation of soil around a lateral...
The paper is focused to a determination of spatial passive earth pressure (soil resistance) in the e...
A method has been developed for calculating the lateral earth pressure on a sheet pile wall with cou...
The behavior of a sheet pile wall constructed on saturated sand soil and exposed to a distant surcha...
Conventional methods used for the design of anchored sheet pile walls are based on the lateral force...
In the design of a cantilever retaining wall, magnitude and distribution of earth pressures are ofte...
Prilikom projektiranja potpornih konstrukcija, podzemnih konstrukcija, zabatnih stijena i drugih pot...
The thesis is divided into three parts. In the first one it deals with the design and the assessment...
Retaining walls provide support for vertical or near vertical grade changes, while also preventing e...
In construction industry, Soldier pile retaining wall with timber laggings is one of the most common...
Generally the lateral load for single pile are analysed as vertical beam support on elastic foundati...
This paper investigates the load-bearing capacity of a perfectly smooth retaining wall laterally sup...
A three-dimensional numerical analysis, based on the indirect boundary element method, is developed ...
The earth pressure distribution against, and the displacement of, a braced sheet pile wall in soft c...
Due to the character of the original source materials and the nature of batch digitization, quality ...
This paper presents a closed-form analytical solution for the consolidation of soil around a lateral...