2020
DOI: 10.5194/piahs-382-481-2020
|View full text |Cite
|
Sign up to set email alerts
|

Use of displacement as a proxy for dike safety

Abstract: Climatic conditions and vegetation cover influence water flux in a slope which affect the pore water pressure and self weight, hence its stability. High evapotranspiration and low precipitation rates during summer cause dry soil with low soil moisture (SM) that leads to soil shrinkage, which leads to cracking and reduced shear strength, which consequently decreases the stability of slopes. Soil re-wetting increases slope weight and exerts an additional driving force on the slope. Using Earth observation (EO) d… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

1
2
0

Year Published

2020
2020
2021
2021

Publication Types

Select...
1
1

Relationship

2
0

Authors

Journals

citations
Cited by 2 publications
(3 citation statements)
references
References 4 publications
1
2
0
Order By: Relevance
“…In those numerical studies, the meteorological data combined with soil parameters were used as input for the model to estimate the change in FoS and the non-linear hydro-mechanical behaviour of a dike under various weather and vegetation conditions. The results were qualitatively validated using in situ data from an instrumented dike [42]. The same temporal signature and strong correlation in key parameters were observed in the real dike.…”
Section: Introductionsupporting
confidence: 54%
See 2 more Smart Citations
“…In those numerical studies, the meteorological data combined with soil parameters were used as input for the model to estimate the change in FoS and the non-linear hydro-mechanical behaviour of a dike under various weather and vegetation conditions. The results were qualitatively validated using in situ data from an instrumented dike [42]. The same temporal signature and strong correlation in key parameters were observed in the real dike.…”
Section: Introductionsupporting
confidence: 54%
“…An example dike geometry is used in the numerical study which, to a large extent, resembles a regional (secondary) dike in Amsterdam, the Netherlands [2]. The same example dike is also used in [36,41,42]. This dike ( Figure 4) has a relatively steep slope on the lefthand side and a gentle slope on the right-hand side and is permanently covered by grass.…”
Section: Case Study 231 Numerical Modelmentioning
confidence: 99%
See 1 more Smart Citation