Add to ORKG(I) Results of a full scale investigation on instrumented piles; (II) General views and design recommendationI. Results of a full scale investigation on instrumented piles. II. General views and design recommendations.</p
Negative skin friction behavior of pile foundations is described for conditions of pile usage in the...
Negative skin friction developed on the pile surface causes many problems when piles are built in fu...
Use of grounds with soft compressible layers at shallow depths for development projects requires the...
(I) Results of a full scale investigation on instrumented piles; (II) General views and design recom...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX90565 / BLDSC - British Library Do...
The overpass at Highway 41 on the Quebec Autoroute at Berthierville will be supported by 39-in, diam...
Two 270-ft. long end bearing pipe piles filled with reinforced concrete and a 160-ft. long hollow st...
Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on...
A relative movement between a pile and a soil produces shear stress along the interface of the pile ...
Piles driven in clay are often subjected to indirect loading as a result of the surcharge applied on...
This research looked into the influence of negative skin friction on timber piles in Amsterdam. Tens...
AbstractNegative skin friction is considered one of the problems in the design of piled foundations ...
Piles driven to clay are often subjected to surrounding soil’s settlement due to consolidation and s...
International Journal for Numerical and Analytical Methods in Geomechanics179625-645IJNG
The aim of this paper is to evaluate the influence of negative skin friction in pile foundations. Th...
Negative skin friction behavior of pile foundations is described for conditions of pile usage in the...
Negative skin friction developed on the pile surface causes many problems when piles are built in fu...
Use of grounds with soft compressible layers at shallow depths for development projects requires the...
(I) Results of a full scale investigation on instrumented piles; (II) General views and design recom...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX90565 / BLDSC - British Library Do...
The overpass at Highway 41 on the Quebec Autoroute at Berthierville will be supported by 39-in, diam...
Two 270-ft. long end bearing pipe piles filled with reinforced concrete and a 160-ft. long hollow st...
Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on...
A relative movement between a pile and a soil produces shear stress along the interface of the pile ...
Piles driven in clay are often subjected to indirect loading as a result of the surcharge applied on...
This research looked into the influence of negative skin friction on timber piles in Amsterdam. Tens...
AbstractNegative skin friction is considered one of the problems in the design of piled foundations ...
Piles driven to clay are often subjected to surrounding soil’s settlement due to consolidation and s...
International Journal for Numerical and Analytical Methods in Geomechanics179625-645IJNG
The aim of this paper is to evaluate the influence of negative skin friction in pile foundations. Th...
Negative skin friction behavior of pile foundations is described for conditions of pile usage in the...
Negative skin friction developed on the pile surface causes many problems when piles are built in fu...
Use of grounds with soft compressible layers at shallow depths for development projects requires the...