Levees in Poland are mostly earthen constructions. The stability of earthen levees depends largely on factors such as the construction material, meteorological conditions and natural elements. The influence of initial water saturation of pore space on levee stability is analysed in this paper. Analysis was performed using numerical modelling and water pore pressure results were compared against data obtained from sensors located in a levee. The numerical modelling shows the moderate influence of initial water level on distribution of water pore pressure during high water level
Tyt. z nagłówka.Artykuł jest abstr. referatu z konferencji.Bibliogr. s. 138-139.The technical condit...
One third of the economic losses due to natural disasters in the last century has been caused by flo...
This paper presents analysis of the filtration processes in experimental soil embankment. The analys...
Levees in Poland are mostly earthen constructions. The stability of earthen levees depends largely o...
Tyt. z nagłówka.Artykuł jest abstr. referatu z konferencji.Bibliogr. s. 72.Stability of geotechnical...
Stability of geotechnical constructions, such as levees, is one of the most important issue for urba...
The paper focuses on the global instability of levees by analyzing those factors that contribute to ...
The physical condition of earthen levees changes over time. Levee weakening can be caused by the lea...
The numerical modelling of coupled mechanical, thermal and hydrogeological processes for a soil leve...
In the context of changing climate and growing population, river floods pose an escalating threat fo...
Analysis of the rapid drawdown loading condition for dams and levees typically assumes full saturati...
This paper presents two types of control and measurement networks used in the levee built as part of...
The aim of the ISMOP project is to study processes in earthen flood embankments: water filtration, p...
Several short-duration and extreme hydraulic loadings impose time-dependent variably saturated seepa...
A 2D saturated–unsaturated unsteady-flow numerical study has been carried out to analyze the behavio...
Tyt. z nagłówka.Artykuł jest abstr. referatu z konferencji.Bibliogr. s. 138-139.The technical condit...
One third of the economic losses due to natural disasters in the last century has been caused by flo...
This paper presents analysis of the filtration processes in experimental soil embankment. The analys...
Levees in Poland are mostly earthen constructions. The stability of earthen levees depends largely o...
Tyt. z nagłówka.Artykuł jest abstr. referatu z konferencji.Bibliogr. s. 72.Stability of geotechnical...
Stability of geotechnical constructions, such as levees, is one of the most important issue for urba...
The paper focuses on the global instability of levees by analyzing those factors that contribute to ...
The physical condition of earthen levees changes over time. Levee weakening can be caused by the lea...
The numerical modelling of coupled mechanical, thermal and hydrogeological processes for a soil leve...
In the context of changing climate and growing population, river floods pose an escalating threat fo...
Analysis of the rapid drawdown loading condition for dams and levees typically assumes full saturati...
This paper presents two types of control and measurement networks used in the levee built as part of...
The aim of the ISMOP project is to study processes in earthen flood embankments: water filtration, p...
Several short-duration and extreme hydraulic loadings impose time-dependent variably saturated seepa...
A 2D saturated–unsaturated unsteady-flow numerical study has been carried out to analyze the behavio...
Tyt. z nagłówka.Artykuł jest abstr. referatu z konferencji.Bibliogr. s. 138-139.The technical condit...
One third of the economic losses due to natural disasters in the last century has been caused by flo...
This paper presents analysis of the filtration processes in experimental soil embankment. The analys...