In this study, pore pressure response due to pile driving has been observed in the field. Cavity Expansion theory using critical state parameters of the soil has been used to predict the trend of the pore pressure development and dissipation. Parametric study has been carried out to know the sensitivity of various parameters on the predicted results. A comparison has been made between the predicted and observed results
Pile setup or freeze is a phenomenon where the bearing capacity of a pile increases over time both d...
Pile set-up and pile relaxation refer to the time dependent increase and decrease in the load carryi...
Pile set-up and pile relaxation refer to the time dependent increase and decrease in the load carryi...
Methods for predicting and modeling the pore pressure response when soils are subjected to cyclic lo...
The soil surrounding a driven pile is subjected to varying degrees of soil disturbance during the in...
none5noExcess pore-water pressure development during installation of piles into saturated clays is o...
The effects of sheet pile installation on an adjacent cohesive soil mass are described herein. Obser...
The effects of sheet pile installation on an adjacent cohesive soil mass are described herein. Obser...
This paper proposes an analytical approach to evaluate the time-dependent bearing capacity of a driv...
Pile installation is recognized to significantly disturb the surrounding clay and cause changes in t...
A general method for predicting pile setup, or the increase in the load carrying capacity of frictio...
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.MICROFICHE C...
Pile set-up and pile relaxation refer to the time dependent increase and decrease in the load carryi...
Pile setup or freeze is a phenomenon where the bearing capacity of a pile increases over time both d...
Pile setup or freeze is a phenomenon where the bearing capacity of a pile increases over time both d...
Pile setup or freeze is a phenomenon where the bearing capacity of a pile increases over time both d...
Pile set-up and pile relaxation refer to the time dependent increase and decrease in the load carryi...
Pile set-up and pile relaxation refer to the time dependent increase and decrease in the load carryi...
Methods for predicting and modeling the pore pressure response when soils are subjected to cyclic lo...
The soil surrounding a driven pile is subjected to varying degrees of soil disturbance during the in...
none5noExcess pore-water pressure development during installation of piles into saturated clays is o...
The effects of sheet pile installation on an adjacent cohesive soil mass are described herein. Obser...
The effects of sheet pile installation on an adjacent cohesive soil mass are described herein. Obser...
This paper proposes an analytical approach to evaluate the time-dependent bearing capacity of a driv...
Pile installation is recognized to significantly disturb the surrounding clay and cause changes in t...
A general method for predicting pile setup, or the increase in the load carrying capacity of frictio...
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.MICROFICHE C...
Pile set-up and pile relaxation refer to the time dependent increase and decrease in the load carryi...
Pile setup or freeze is a phenomenon where the bearing capacity of a pile increases over time both d...
Pile setup or freeze is a phenomenon where the bearing capacity of a pile increases over time both d...
Pile setup or freeze is a phenomenon where the bearing capacity of a pile increases over time both d...
Pile set-up and pile relaxation refer to the time dependent increase and decrease in the load carryi...
Pile set-up and pile relaxation refer to the time dependent increase and decrease in the load carryi...