Add to ORKGA project in which a special type of steel pipe piles which reduce negative skin friction is described. The piles are driven in a layered soil which is subjected to subsidence due to pumping. The design concept in assessing the pile length, carrying capacity, settlement, construction control and load tests under these special conditions are discussed
Pile foundations located within consolidating ground are commonly subjected to negative skin frictio...
The paper reports result of a comprehensive full scale field study expressly undertaken to monitor n...
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...
Use of grounds with soft compressible layers at shallow depths for development projects requires the...
An example is first given of a structure founded on piles and having suffered damages caused by nega...
Negative skin friction developed on the pile surface causes many problems when piles are built in fu...
Collapsible soils experience significant volume decrease due to the increase of soil moisture conten...
A load mechanism and its associated displacements for friction piles driven in a soil subject to reg...
The skin friction of pile is found as a parameter of pile shaft displacement. It will not be a simpl...
In this lecture, a new principle for design of building foundations on friction piles in soft, cohes...
Piles driven to clay are often subjected to surrounding soil’s settlement due to consolidation and s...
The construction of an artificial island is one of the solutions to be able to drill for oil safely ...
AbstractNegative skin friction is considered one of the problems in the design of piled foundations ...
AbstractWhen piles are constructed in consolidating ground, negative skin friction (NSF) is induced ...
Pile foundations located within consolidating ground are commonly subjected to negative skin frictio...
The paper reports result of a comprehensive full scale field study expressly undertaken to monitor n...
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...
Use of grounds with soft compressible layers at shallow depths for development projects requires the...
An example is first given of a structure founded on piles and having suffered damages caused by nega...
Negative skin friction developed on the pile surface causes many problems when piles are built in fu...
Collapsible soils experience significant volume decrease due to the increase of soil moisture conten...
A load mechanism and its associated displacements for friction piles driven in a soil subject to reg...
The skin friction of pile is found as a parameter of pile shaft displacement. It will not be a simpl...
In this lecture, a new principle for design of building foundations on friction piles in soft, cohes...
Piles driven to clay are often subjected to surrounding soil’s settlement due to consolidation and s...
The construction of an artificial island is one of the solutions to be able to drill for oil safely ...
AbstractNegative skin friction is considered one of the problems in the design of piled foundations ...
AbstractWhen piles are constructed in consolidating ground, negative skin friction (NSF) is induced ...
Pile foundations located within consolidating ground are commonly subjected to negative skin frictio...
The paper reports result of a comprehensive full scale field study expressly undertaken to monitor n...
The aim of this paper is to evaluate the influence of negative skin friction in pile foundations. Th...