2018
DOI: 10.28991/cej-0309124
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Effect of Soil Types on The Development of Matric Suction and Volumetric Water Content for Dike Embankment During Overtopping Tests

Abstract: The resistance of dike materials has a great effect on the development of hydraulic engineering around the world. It helps to understand the mechanism of dike failure occurred due to the influence of hydraulics and Geotechnical parameters. The overtopping moment is one of the main failures that reduces the stability of the dike embankment through initiating the breach channel inside dike crest as a result of water flow above the downstream slope of the dike. Two spatial overtopping tests were conducted at in H… Show more

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Cited by 5 publications
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“…For both vegetated soil and bare soil, only a diameter of 100 mm in the center of test boxes was subjected to lighting, and the monitoring period was 10 days (Figure 3d,e). Soil characteristics (e.g., plastic limit, liquid limit, clay, and silt content) have an important impact on the distribution of soil matric suction and soil-water retention [35][36][37]. The third series of tests was the repetition of the first series, but with the different soil properties as shown in Table 1 and Figure 1, namely, fine sandy loam, sandy silt, and silty clay, and the monitoring period was 10 Soil characteristics (e.g., plastic limit, liquid limit, clay, and silt content) have an important impact on the distribution of soil matric suction and soil-water retention [35][36][37].…”
Section: Test Methodsmentioning
confidence: 99%
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“…For both vegetated soil and bare soil, only a diameter of 100 mm in the center of test boxes was subjected to lighting, and the monitoring period was 10 days (Figure 3d,e). Soil characteristics (e.g., plastic limit, liquid limit, clay, and silt content) have an important impact on the distribution of soil matric suction and soil-water retention [35][36][37]. The third series of tests was the repetition of the first series, but with the different soil properties as shown in Table 1 and Figure 1, namely, fine sandy loam, sandy silt, and silty clay, and the monitoring period was 10 Soil characteristics (e.g., plastic limit, liquid limit, clay, and silt content) have an important impact on the distribution of soil matric suction and soil-water retention [35][36][37].…”
Section: Test Methodsmentioning
confidence: 99%
“…Soil characteristics (e.g., plastic limit, liquid limit, clay, and silt content) have an important impact on the distribution of soil matric suction and soil-water retention [35][36][37]. The third series of tests was the repetition of the first series, but with the different soil properties as shown in Table 1 and Figure 1, namely, fine sandy loam, sandy silt, and silty clay, and the monitoring period was 10 Soil characteristics (e.g., plastic limit, liquid limit, clay, and silt content) have an important impact on the distribution of soil matric suction and soil-water retention [35][36][37]. The third series of tests was the repetition of the first series, but with the different soil properties as shown in Table 1 and Figure 1, namely, fine sandy loam, sandy silt, and silty clay, and the monitoring period was 10 days.…”
Section: Test Methodsmentioning
confidence: 99%
See 2 more Smart Citations