Behaviors of the pile foundation due to groundwater level rising were analyzed by a series two-dimensional finite element analyses with fully coupled flow-deformation analysis. The different numerical models of single bore pile depth and diameter in Bangkok subsoil were represented with the parametric study. The pile–soil movement due to groundwater levels rising between numerical simulation and a previous experiment of the centrifuge test as the same condition are in good agreement. With rising groundwater level, the reduction of pile capacity can be evidently performed by the increase of pile settlement relative to soil surface. Moreover, the development of the plastic point captured by the finite element analysis revealed the mechanism b...
The effect of deep excavation and heave of soil beneath pit bottom on the pile supporting extra-deep...
Tunneling adjacent to an existing pile group may induce additional force, bending moment and settlem...
In urban areas, excavations for cut-and-cover tunnels and basement construction cause detrimental ef...
The displacement of a loaded pile could be vertical (axial) or horizontal (lateral); these displacem...
In recent years an increase in the groundwater level in the basal aquifer beneath London has been ob...
Based on a plain concrete pile composite foundation project in the coastal area of Zhuhai, consideri...
Pile foundations are widely designed extending principles of saturated soil mechanics assuming drain...
To meet the demands for usable space in urban cities like Singapore, Hong Kong and London, the excav...
Installation of pile foundations by impact hammers produces numerous negative effects in the surroun...
This paper presents a parametric study for the pile response and ground movements due to deep excava...
Tunneling adjacent to an existing pile group may induce additional force, bending moment and settlem...
The expansive clay have and high of swelling that it is caused by deferensiate of water content. Foo...
Piles are installed in many civil engineering projects on the level ground and near the slopes in ve...
The pile foundations’ design is commonly based on the soil’s initial in situ condition during field ...
Abstract: Land settlement produced by groundwater exploitation may cause larger deformation of the h...
The effect of deep excavation and heave of soil beneath pit bottom on the pile supporting extra-deep...
Tunneling adjacent to an existing pile group may induce additional force, bending moment and settlem...
In urban areas, excavations for cut-and-cover tunnels and basement construction cause detrimental ef...
The displacement of a loaded pile could be vertical (axial) or horizontal (lateral); these displacem...
In recent years an increase in the groundwater level in the basal aquifer beneath London has been ob...
Based on a plain concrete pile composite foundation project in the coastal area of Zhuhai, consideri...
Pile foundations are widely designed extending principles of saturated soil mechanics assuming drain...
To meet the demands for usable space in urban cities like Singapore, Hong Kong and London, the excav...
Installation of pile foundations by impact hammers produces numerous negative effects in the surroun...
This paper presents a parametric study for the pile response and ground movements due to deep excava...
Tunneling adjacent to an existing pile group may induce additional force, bending moment and settlem...
The expansive clay have and high of swelling that it is caused by deferensiate of water content. Foo...
Piles are installed in many civil engineering projects on the level ground and near the slopes in ve...
The pile foundations’ design is commonly based on the soil’s initial in situ condition during field ...
Abstract: Land settlement produced by groundwater exploitation may cause larger deformation of the h...
The effect of deep excavation and heave of soil beneath pit bottom on the pile supporting extra-deep...
Tunneling adjacent to an existing pile group may induce additional force, bending moment and settlem...
In urban areas, excavations for cut-and-cover tunnels and basement construction cause detrimental ef...