The displacement piles are one of the oldest type of foundation not just in Lithuania, but also all over the world. Stiff, glacial origin sands lay not far from the ground surface in Lithuania as opposed to the rest of the Western Europe, therefore this kind of foundation is carried out into practice very often in our country. For geotechnical engineers it is very hard to decide which method should be applied, when there is no local experience. Five approaches are discussed on this paper and the results of three single piles’ tests are compared. The full scale single piles’ tests were carried out at the artificial bearing stratum pit. Piles’ diameter was 330 mm. The ratio of the piles’ depth and diameter were 3.3, 4.4 and 4.8. In conclusion...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
In this thesis different models are considered which can deal with the interaction between pile foun...
Well proven numerical techniques of analysis have been used to study the manner in which piled found...
The article deals with the interaction between piles installed in dusty sandy clay and the base. The...
Gintaras Žaržojus ESTIMATION FOR PILES BEARING CAPACITY IN LITHUANIAN SOILS SUMMARY In this work suc...
AbstractThe paper describes the estimating settlements of bored piles foundation on the site of the ...
The paper presents experimental tests on typical Baltic sea-shoresand along Klaipėda. Natural sand w...
This work concerns the design of bored piles on the site of Elektrenai Power Plant in Lithuania. Equ...
The standard procedure of the field evaluation methods of the bearing capacity of piles used in Russ...
The paper describes the design of pile foundation on the site of the Elektrenai power plant, Lithuan...
The paper presents experimental tests on typical Baltic sea-shoresand along Klaipėda. Natural sand w...
The paper investigates typical Baltic sea-shore sand along Klaipėda and diagnoses the level of parti...
A calculation model of a building is only a simulation of the individual properties of the construct...
The thesis aims at modelling the behaviour of foundations in soft soils, such as those found in Sout...
TEZ11063Tez (Doktora) -- Çukurova Üniversitesi, Adana, 2017.Kaynakça (s. 187-194) var.iii, 195 s. : ...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
In this thesis different models are considered which can deal with the interaction between pile foun...
Well proven numerical techniques of analysis have been used to study the manner in which piled found...
The article deals with the interaction between piles installed in dusty sandy clay and the base. The...
Gintaras Žaržojus ESTIMATION FOR PILES BEARING CAPACITY IN LITHUANIAN SOILS SUMMARY In this work suc...
AbstractThe paper describes the estimating settlements of bored piles foundation on the site of the ...
The paper presents experimental tests on typical Baltic sea-shoresand along Klaipėda. Natural sand w...
This work concerns the design of bored piles on the site of Elektrenai Power Plant in Lithuania. Equ...
The standard procedure of the field evaluation methods of the bearing capacity of piles used in Russ...
The paper describes the design of pile foundation on the site of the Elektrenai power plant, Lithuan...
The paper presents experimental tests on typical Baltic sea-shoresand along Klaipėda. Natural sand w...
The paper investigates typical Baltic sea-shore sand along Klaipėda and diagnoses the level of parti...
A calculation model of a building is only a simulation of the individual properties of the construct...
The thesis aims at modelling the behaviour of foundations in soft soils, such as those found in Sout...
TEZ11063Tez (Doktora) -- Çukurova Üniversitesi, Adana, 2017.Kaynakça (s. 187-194) var.iii, 195 s. : ...
The bearing capacity of screw cast in situ displacement piles is mostly unexplored. There is also in...
In this thesis different models are considered which can deal with the interaction between pile foun...
Well proven numerical techniques of analysis have been used to study the manner in which piled found...