The thesis is divided into three parts. In the first one it deals with the design and the assessment of the once-anchored soldier pile wall, which provides an excavation for the reconstruction of the shopping centre Prior in Zlín. The retaining structure is designed according to the limit state method, using the GEO5 software and the Excel spreadsheet editor. In the second part, the thesis deals with the price comparison of the classic version of the soldier pile wall with soldier pile, IPN profiles, with over one-pole anchorage with the help of the buckle, with the variant with larger spread, where the soldier pile from the pair of UPN profiles are adapted for anchoring. The third part solves the problem of the distribution of a lateral gr...
Práce se zabývá problematikou prvního a druhého mezního stavu, jedenkrát kotvené pažící konstrukce s...
The objective of this Bachelor’s thesis was to design a pile foundation for a residential building. ...
The aim of this thesis was simplified design of diaphragm wall affected by excavation from both side...
Práce je rozdělena do tří částí. V té první se zabývá návrhem a posouzením jedenkrát kotvené záporov...
In first part of the thesis are proposed four variants of retaining structures for deep excavation o...
The article presents the results of inclinometric measurements and numerical analyses of soldier-pil...
The thesis was written for Ramboll Finland Oy company, Lappeenranta department. The purpose of the s...
Construction of buildings in big cities today, basements are starting to bloom due to land constrain...
This paper aims to study the design process and service performance of a deep excavation supported b...
Text of an abstract. The aim of the Bachelor’s thesis is design and assessment of the supporting "hy...
The bachelor´s thesis focuses on sheeting of a construction pit in Faculty hospital of Olomouc. The ...
The Finite Element Method is commonly used to analyse braced excavations to ensure the stability of ...
In this paper, the design of cantilever soldier pile retaining walls embedded in frictional soils is...
The main aim of this article is to show how different ways of modelling a construction process of so...
In construction industry, Soldier pile retaining wall with timber laggings is one of the most common...
Práce se zabývá problematikou prvního a druhého mezního stavu, jedenkrát kotvené pažící konstrukce s...
The objective of this Bachelor’s thesis was to design a pile foundation for a residential building. ...
The aim of this thesis was simplified design of diaphragm wall affected by excavation from both side...
Práce je rozdělena do tří částí. V té první se zabývá návrhem a posouzením jedenkrát kotvené záporov...
In first part of the thesis are proposed four variants of retaining structures for deep excavation o...
The article presents the results of inclinometric measurements and numerical analyses of soldier-pil...
The thesis was written for Ramboll Finland Oy company, Lappeenranta department. The purpose of the s...
Construction of buildings in big cities today, basements are starting to bloom due to land constrain...
This paper aims to study the design process and service performance of a deep excavation supported b...
Text of an abstract. The aim of the Bachelor’s thesis is design and assessment of the supporting "hy...
The bachelor´s thesis focuses on sheeting of a construction pit in Faculty hospital of Olomouc. The ...
The Finite Element Method is commonly used to analyse braced excavations to ensure the stability of ...
In this paper, the design of cantilever soldier pile retaining walls embedded in frictional soils is...
The main aim of this article is to show how different ways of modelling a construction process of so...
In construction industry, Soldier pile retaining wall with timber laggings is one of the most common...
Práce se zabývá problematikou prvního a druhého mezního stavu, jedenkrát kotvené pažící konstrukce s...
The objective of this Bachelor’s thesis was to design a pile foundation for a residential building. ...
The aim of this thesis was simplified design of diaphragm wall affected by excavation from both side...