# Numerical and analytical modelling of friction pile group settlement performance in clay

@inproceedings{Sheil2015NumericalAA, title={Numerical and analytical modelling of friction pile group settlement performance in clay}, author={Brian B. Sheil}, year={2015} }

- Published 2015

This paper presents a finite element parametric study of several variables that affect the stiffness efficiency of rigidly capped pile groups with a view to developing a solution for preliminary design purposes. Previous empirical solutions from linear elastic work had identified a significant dependence of stiffness efficiency on pile group size and group spacing, and in this study, the effect of the pile length-to-diameter ratio, the compressibility of a stiff bearing stratum beneath the pile… CONTINUE READING

#### References

##### Publications referenced by this paper.

SHOWING 1-10 OF 212 REFERENCES

## A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils.

VIEW 17 EXCERPTS

HIGHLY INFLUENTIAL

## Assessment of capacity and seismic demand on axially loaded piles in soft clayey deposits

VIEW 9 EXCERPTS

HIGHLY INFLUENTIAL

## Effect of pile installation on static a dynamic properties of soil."Ph.D

VIEW 12 EXCERPTS

HIGHLY INFLUENTIAL

## FLAC 3D: fast lagrangian analysis of continua

VIEW 10 EXCERPTS

HIGHLY INFLUENTIAL

## Vertically loaded piles in non‐homogeneous media

VIEW 6 EXCERPTS

HIGHLY INFLUENTIAL

## Report to Saga Petroleum by Geotechnical Consulting

VIEW 9 EXCERPTS

HIGHLY INFLUENTIAL

## Strain Path Method

VIEW 9 EXCERPTS

HIGHLY INFLUENTIAL

## Pile foundation settlements.

VIEW 10 EXCERPTS

HIGHLY INFLUENTIAL

## Theoretical t-z Curves

VIEW 5 EXCERPTS

HIGHLY INFLUENTIAL

## incompressible piles and piers." Geotechnique

VIEW 22 EXCERPTS

HIGHLY INFLUENTIAL