This paper describes a series of pile tests in sand. T-cross and square cross section piles were jacking by static vertical load with a vibration. Special tests were carried out to examine the influence of T-cross section pile form on it bearing capacity, and the results of comparison bearing capacity on one cub meter of T-cross and square cross section jacking piles in the same ground conditions are described. The jacking vertical static load, sizes of displacements and compaction zones of a ground around a shaft of the experienced piles were investigated
This paper is dedicated to investigate the effect of sand dilation during pile axial loading on ulti...
This paper is dedicated to investigate the effect of sand dilation during pile axial loading on ulti...
This paper is dedicated to investigate the effect of sand dilation during pile axial loading on ulti...
The effects and vertical bearing capacity of two jacked piles in sand are still not well understood,...
Includes bibliographical references (leaves 131-135)A thorough review of the literature regarding be...
Includes bibliographical references (leaves 131-135)A thorough review of the literature regarding be...
Includes bibliographical references (leaves 131-135)A thorough review of the literature regarding be...
When in-situ tests are performed to determine the ultimate capacity of a pile after the installation...
As there is still uncertainty in accurately predicting the performance of piled foundations based up...
When in-situ tests are performed to determine the ultimate capacity of a pile after the installation...
As there is still uncertainty in accurately predicting the performance of piled foundations based up...
Driving a pile into the ground can change the soil structure and make even more compact at the surro...
Driving a pile into the ground can change the soil structure and make even more compact at the surro...
Five pile tests have been performed, at the west coast of Mexico, in order to evaluate their pile be...
cohesionless soil, pile test model In general, increasing of penetration rate may result in an incre...
This paper is dedicated to investigate the effect of sand dilation during pile axial loading on ulti...
This paper is dedicated to investigate the effect of sand dilation during pile axial loading on ulti...
This paper is dedicated to investigate the effect of sand dilation during pile axial loading on ulti...
The effects and vertical bearing capacity of two jacked piles in sand are still not well understood,...
Includes bibliographical references (leaves 131-135)A thorough review of the literature regarding be...
Includes bibliographical references (leaves 131-135)A thorough review of the literature regarding be...
Includes bibliographical references (leaves 131-135)A thorough review of the literature regarding be...
When in-situ tests are performed to determine the ultimate capacity of a pile after the installation...
As there is still uncertainty in accurately predicting the performance of piled foundations based up...
When in-situ tests are performed to determine the ultimate capacity of a pile after the installation...
As there is still uncertainty in accurately predicting the performance of piled foundations based up...
Driving a pile into the ground can change the soil structure and make even more compact at the surro...
Driving a pile into the ground can change the soil structure and make even more compact at the surro...
Five pile tests have been performed, at the west coast of Mexico, in order to evaluate their pile be...
cohesionless soil, pile test model In general, increasing of penetration rate may result in an incre...
This paper is dedicated to investigate the effect of sand dilation during pile axial loading on ulti...
This paper is dedicated to investigate the effect of sand dilation during pile axial loading on ulti...
This paper is dedicated to investigate the effect of sand dilation during pile axial loading on ulti...