A relative movement between a pile and a soil produces shear stress along the interface of the pile and the soil. Such movement can be induced by a push-load on the pile pressing it down into the soil, or by a pull-load moving it upward. ` A relative movement can also be induced when the soil settles in relation to the pile, or, in swelling soils, when the soil moves upward i
Negative skin friction behavior of pile foundations is described for conditions of pile usage in the...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX90565 / BLDSC - British Library Do...
An example is first given of a structure founded on piles and having suffered damages caused by nega...
Use of grounds with soft compressible layers at shallow depths for development projects requires the...
AbstractWhen piles are constructed in consolidating ground, negative skin friction (NSF) is induced ...
Piles driven to clay are often subjected to surrounding soil’s settlement due to consolidation and s...
Piles driven in clay are often subjected to indirect loading as a result of the surcharge applied on...
AbstractNegative skin friction is considered one of the problems in the design of piled foundations ...
The aim of this paper is to evaluate the influence of negative skin friction in pile foundations. Th...
In order to describe the interaction between a single pile and a consolidating soil a stress transfe...
The article presents the formulation and solution of the problem in the interaction of a pile with a...
When a pile is installed in a layer of soft and compressible soil, the pile would be subjected to sk...
(I) Results of a full scale investigation on instrumented piles; (II) General views and design recom...
Several linear elastic and nonlinear slip models are reported in the literature for predicting negat...
Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on...
Negative skin friction behavior of pile foundations is described for conditions of pile usage in the...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX90565 / BLDSC - British Library Do...
An example is first given of a structure founded on piles and having suffered damages caused by nega...
Use of grounds with soft compressible layers at shallow depths for development projects requires the...
AbstractWhen piles are constructed in consolidating ground, negative skin friction (NSF) is induced ...
Piles driven to clay are often subjected to surrounding soil’s settlement due to consolidation and s...
Piles driven in clay are often subjected to indirect loading as a result of the surcharge applied on...
AbstractNegative skin friction is considered one of the problems in the design of piled foundations ...
The aim of this paper is to evaluate the influence of negative skin friction in pile foundations. Th...
In order to describe the interaction between a single pile and a consolidating soil a stress transfe...
The article presents the formulation and solution of the problem in the interaction of a pile with a...
When a pile is installed in a layer of soft and compressible soil, the pile would be subjected to sk...
(I) Results of a full scale investigation on instrumented piles; (II) General views and design recom...
Several linear elastic and nonlinear slip models are reported in the literature for predicting negat...
Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on...
Negative skin friction behavior of pile foundations is described for conditions of pile usage in the...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX90565 / BLDSC - British Library Do...
An example is first given of a structure founded on piles and having suffered damages caused by nega...