Add to ORKGThe paper discusses briefly the state of art on the subject of pile dynamics including consideration of soil-pile interaction. An analytical model which gives the response of a single pile buried in a layered soil medium considering variation in soil properties in the radial direction in each layer is illustrated. The paper also presents an experimental study on a full size test pile 40 cm dia and 7 m long driven into a five layered soil stratum. The results of the analytical and experimental studies are compared and suggestions for further work are given
Research on soil-pile-structure interaction under dynamic loading over the past 20 years has led to ...
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.MICROFICHE C...
An analytical method is presented for evaluating dynamic response of soil-pile-structure system duri...
The paper discusses briefly the state of art on the subject of pile dynamics including consideration...
The paper discusses briefly the state of art on the subject of pile dynamics including consideration...
The paper deals with some of the more recent developments in pile dynamics. It reviews the progress ...
The paper deals with some of the more recent developments in pile dynamics. It reviews the progress ...
The paper deals with some of the more recent developments in pile dynamics. It reviews the progress ...
A series of full-scale laterally loaded pile tests were conducted at the University of California, S...
Characteristics of pile forces under seismic loadings are discussed from view points of the inertial...
Dynamic behavior of piles is strongly affected by the variation in the soil stiffness with depth and...
In order to design machine foundations and to examine interaction between pile and soil, versatile h...
The introduction of electronic digital calculating machines in the last decade or two has led to the...
For the dynamic response of pile foundation under coupled vibration single piles and 2 x 2 group pil...
This research investigates the influence of pile spacing on the dynamic behavior of pile groups by p...
Research on soil-pile-structure interaction under dynamic loading over the past 20 years has led to ...
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.MICROFICHE C...
An analytical method is presented for evaluating dynamic response of soil-pile-structure system duri...
The paper discusses briefly the state of art on the subject of pile dynamics including consideration...
The paper discusses briefly the state of art on the subject of pile dynamics including consideration...
The paper deals with some of the more recent developments in pile dynamics. It reviews the progress ...
The paper deals with some of the more recent developments in pile dynamics. It reviews the progress ...
The paper deals with some of the more recent developments in pile dynamics. It reviews the progress ...
A series of full-scale laterally loaded pile tests were conducted at the University of California, S...
Characteristics of pile forces under seismic loadings are discussed from view points of the inertial...
Dynamic behavior of piles is strongly affected by the variation in the soil stiffness with depth and...
In order to design machine foundations and to examine interaction between pile and soil, versatile h...
The introduction of electronic digital calculating machines in the last decade or two has led to the...
For the dynamic response of pile foundation under coupled vibration single piles and 2 x 2 group pil...
This research investigates the influence of pile spacing on the dynamic behavior of pile groups by p...
Research on soil-pile-structure interaction under dynamic loading over the past 20 years has led to ...
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.MICROFICHE C...
An analytical method is presented for evaluating dynamic response of soil-pile-structure system duri...