The paper deals with the design and analysis of slope-stabilising piles and adopts limit equilibrium concepts to derive pile contribution to stability. Analytical expressions for pile ultimate load are derived in terms of the force and the moment to be used in routine slope-stability analyses to take into account pile contribution. Free and head-restrained isolated piles, with infinite and finite section capacity, in drained and undrained conditions are considered
Piles are extensively used as a means of slope stabilization. Despite the rapid advances in computin...
The optimum desing of slope stabilizing piles is a key point for an effective mitigation of the risk...
Generally the lateral load for single pile are analysed as vertical beam support on elastic foundati...
The paper deals with the design and analysis of slope-stabilising piles and adopts limit equilibrium...
In this paper, the ultimate limit state (ULS) of continuous and discontinuous pile rows in a frictio...
This paper introduces a mathematical procedure to analyze slope/pile systems. Limiting equilibrium m...
Embedded stabilizing piles are new anti-slide structures that are unlike traditional stabilizing pil...
Stabilizing piles are commonly used to improve slope stability. The load that a pile should sustain ...
This paper uses a hybrid method for analysis and design of slope stabilizing piles that was develope...
Abstract: This paper uses a hybrid method for analysis and design of slope stabilizing piles that wa...
This paper analyses the stability of a two-layers slope reinforced with a row of piles. The theory o...
The upper bound method of plasticity limit analysis is used to estimate the ultimate capacity of lat...
The displacement finite element, lower and upper bound finite element limit analysis and analytical ...
Foundation piles can be used as a means for increasing the capacity of the foundations under static ...
AbstractAnalytical equations were derived to determine the undrained lateral bearing capacity of rig...
Piles are extensively used as a means of slope stabilization. Despite the rapid advances in computin...
The optimum desing of slope stabilizing piles is a key point for an effective mitigation of the risk...
Generally the lateral load for single pile are analysed as vertical beam support on elastic foundati...
The paper deals with the design and analysis of slope-stabilising piles and adopts limit equilibrium...
In this paper, the ultimate limit state (ULS) of continuous and discontinuous pile rows in a frictio...
This paper introduces a mathematical procedure to analyze slope/pile systems. Limiting equilibrium m...
Embedded stabilizing piles are new anti-slide structures that are unlike traditional stabilizing pil...
Stabilizing piles are commonly used to improve slope stability. The load that a pile should sustain ...
This paper uses a hybrid method for analysis and design of slope stabilizing piles that was develope...
Abstract: This paper uses a hybrid method for analysis and design of slope stabilizing piles that wa...
This paper analyses the stability of a two-layers slope reinforced with a row of piles. The theory o...
The upper bound method of plasticity limit analysis is used to estimate the ultimate capacity of lat...
The displacement finite element, lower and upper bound finite element limit analysis and analytical ...
Foundation piles can be used as a means for increasing the capacity of the foundations under static ...
AbstractAnalytical equations were derived to determine the undrained lateral bearing capacity of rig...
Piles are extensively used as a means of slope stabilization. Despite the rapid advances in computin...
The optimum desing of slope stabilizing piles is a key point for an effective mitigation of the risk...
Generally the lateral load for single pile are analysed as vertical beam support on elastic foundati...
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