The paper deals with the analysis of triggering conditions and evolution processes of piping phenomena, in relation to both mechanical and hydraulic aspects. In particular, the aim of the study is to predict slope instabilities triggered by piping, analysing the conditions necessary for a flow failure to occur. Really, the mechanical effect involved in the loads redistribution around the pipe is coupled to the drainage process arising from higher permeability of the pipe. If after the pipe formation, the drainage goes prevented for pipe clogging, the porewater pressure increase can lead to the failure or even the liquefaction, with a subsequent flow slide. To simulate the piping evolution and to verify relevant stability conditions, a itera...
AbstractWater pipe failures are associated with pipe characteristics, material properties, environme...
<p>This paper discusses a piping model that fundamentally differs from Sellmeijer’s model in relatio...
The paper presents a methodology to evaluate flow slide susceptibility in potentially liquefiable sa...
Pipeflow is recognized as an important hydrologic control as well as a landslide initiation factor, ...
Piping is one of the most important causes of dam failure. Concentrated leak erosion, which occurs i...
AbstractPipe-soil interaction plays an important role to the pipe stress analysis subjected to soil ...
This paper illustrates an application of the theory of material stability to the analysis of unsatur...
Soil pipes are considered to drain off water from a hillslope and play an important role in the subs...
Experimentation with a Hele-Shaw viscous-flow analogue apparatus has supported earlier suggestions, ...
Soil pipes (porous pipes inside a hillslope) are often detected in collapsed slopes indicating their...
Existence of soil pipes is reported in many collapsed slopes indicating their influences on landslid...
Soil-pipes (porous pipes inside a hillslope) are often detected in collapsed slopes indicating their...
Backward erosion piping is a type of internal erosion. It occurs beneath water structures as a resul...
During pile installation into a submerged, sandy slope, liquefaction mechanisms including flow and c...
While most studies focus on the effect of soil pipes on hillslope stability, this present study inve...
AbstractWater pipe failures are associated with pipe characteristics, material properties, environme...
<p>This paper discusses a piping model that fundamentally differs from Sellmeijer’s model in relatio...
The paper presents a methodology to evaluate flow slide susceptibility in potentially liquefiable sa...
Pipeflow is recognized as an important hydrologic control as well as a landslide initiation factor, ...
Piping is one of the most important causes of dam failure. Concentrated leak erosion, which occurs i...
AbstractPipe-soil interaction plays an important role to the pipe stress analysis subjected to soil ...
This paper illustrates an application of the theory of material stability to the analysis of unsatur...
Soil pipes are considered to drain off water from a hillslope and play an important role in the subs...
Experimentation with a Hele-Shaw viscous-flow analogue apparatus has supported earlier suggestions, ...
Soil pipes (porous pipes inside a hillslope) are often detected in collapsed slopes indicating their...
Existence of soil pipes is reported in many collapsed slopes indicating their influences on landslid...
Soil-pipes (porous pipes inside a hillslope) are often detected in collapsed slopes indicating their...
Backward erosion piping is a type of internal erosion. It occurs beneath water structures as a resul...
During pile installation into a submerged, sandy slope, liquefaction mechanisms including flow and c...
While most studies focus on the effect of soil pipes on hillslope stability, this present study inve...
AbstractWater pipe failures are associated with pipe characteristics, material properties, environme...
<p>This paper discusses a piping model that fundamentally differs from Sellmeijer’s model in relatio...
The paper presents a methodology to evaluate flow slide susceptibility in potentially liquefiable sa...