2022
DOI: 10.1016/j.conbuildmat.2022.129347
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Effect of dry-wet cycles on dynamic mechanic and microstructure of cemented broken mudstone

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Cited by 11 publications
(2 citation statements)
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“…The soil physicochemical index test was carried out, the grain-level composition and XRD patterns are shown in Figure 2 and Figure 3, respectively, and the chemical composition and basic properties of the original moraine formation are shown in Table 1 and Table 2, respectively. From Yi et al, 2022). As can be seen from Table 2, the wet density of the moraine stratum is 2.29 g/cm 3 , the dry density is 2.21 g/cm 3 , the plastic limit of the soil is 16%, the liquid limit is 22% its low liquid limit powdery clay, the permeability coefficient of the soil is 8.95×10 -5 cm/s for the weak permeability level.…”
Section: Experimental Design 21 Test Materialsmentioning
confidence: 92%
“…The soil physicochemical index test was carried out, the grain-level composition and XRD patterns are shown in Figure 2 and Figure 3, respectively, and the chemical composition and basic properties of the original moraine formation are shown in Table 1 and Table 2, respectively. From Yi et al, 2022). As can be seen from Table 2, the wet density of the moraine stratum is 2.29 g/cm 3 , the dry density is 2.21 g/cm 3 , the plastic limit of the soil is 16%, the liquid limit is 22% its low liquid limit powdery clay, the permeability coefficient of the soil is 8.95×10 -5 cm/s for the weak permeability level.…”
Section: Experimental Design 21 Test Materialsmentioning
confidence: 92%
“…The soil physicochemical index test was carried out, the grain-level composition and XRD patterns are shown in Figure 2 and Figure 3, respectively, and the chemical composition and basic properties of the original moraine formation are shown in Table 1 and Table 2, respectively. From (Zhao et al, 2018;Yi et al, 2022). As can be seen from Table 2, the wet density of the moraine stratum is 2.29 g/cm 3 , the dry density is 2.21 g/cm 3 , the plastic limit of the soil is 16%, the liquid limit is 22% its low liquid limit powdery clay, the permeability coefficient of the soil is 8.95×10 -5 cm/s for the weak permeability level.…”
Section: Test Materialsmentioning
confidence: 96%