Add to ORKGThe objective of this research is to elucidate the characteristics about the vertical bearing capacityof a spiral pile. In this study, the static penetration model tests were conducted on special boundarycondition at the spiral pile head. It is the shaft rotate condition. It was confirmed that the shaft rotatecondition have a significant impact for the penetration resistance and vertical bearing capacity ofspiral pile. As other approach of grasp the mechanism of the bearing capacity of the pile, theinternal alteration of model ground was observed using the X-ray CT scanner. A disturbed area ofthe model ground around the spiral pile was observed in visualized CT images
The objective of this dissertation is to study the various parameters that affect the behaviour of a...
In this study, the behavior of screw piles models with continuous helix was studied by conducting la...
Large lateral movements of a pile during impact driving can cause yielding of the surrounding soil. ...
The objective of this research is to elucidate the characteristics about the vertical bearing capaci...
Association for Disaster Prevention Research;et al.;Fukuoka Convention and Visitors Bureau;Japan Soc...
In recent years, with application to soft ground with poor conditions in mind, the development of te...
In the current practices, the evaluation method for the bearing capacity of small-diameter spiral pi...
The installation of displacement piles in chalk involves the crushing, remoulding and densifying of ...
This paper will employ the transparent soil experiment technology to explore the influences of shall...
The prediction of axial and lateral pile behaviour is a complex engineering problem. Traditional met...
The penetration of large-diameter tubular piles and their relevant construction effect have signific...
cohesionless soil, pile test model In general, increasing of penetration rate may result in an incre...
This paper presents selected aspects of an on-going experimental study on the enhanced capacity of d...
Abstract A new method was used to study the performance of pile across cave. This paper investigated...
Ordinary pile bearing capacity tests are usually carried out to determine the relationship between l...
The objective of this dissertation is to study the various parameters that affect the behaviour of a...
In this study, the behavior of screw piles models with continuous helix was studied by conducting la...
Large lateral movements of a pile during impact driving can cause yielding of the surrounding soil. ...
The objective of this research is to elucidate the characteristics about the vertical bearing capaci...
Association for Disaster Prevention Research;et al.;Fukuoka Convention and Visitors Bureau;Japan Soc...
In recent years, with application to soft ground with poor conditions in mind, the development of te...
In the current practices, the evaluation method for the bearing capacity of small-diameter spiral pi...
The installation of displacement piles in chalk involves the crushing, remoulding and densifying of ...
This paper will employ the transparent soil experiment technology to explore the influences of shall...
The prediction of axial and lateral pile behaviour is a complex engineering problem. Traditional met...
The penetration of large-diameter tubular piles and their relevant construction effect have signific...
cohesionless soil, pile test model In general, increasing of penetration rate may result in an incre...
This paper presents selected aspects of an on-going experimental study on the enhanced capacity of d...
Abstract A new method was used to study the performance of pile across cave. This paper investigated...
Ordinary pile bearing capacity tests are usually carried out to determine the relationship between l...
The objective of this dissertation is to study the various parameters that affect the behaviour of a...
In this study, the behavior of screw piles models with continuous helix was studied by conducting la...
Large lateral movements of a pile during impact driving can cause yielding of the surrounding soil. ...