2019
DOI: 10.1007/978-3-030-06249-1_3
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Soil Properties: Physics Inspired, Data Driven

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Cited by 15 publications
(8 citation statements)
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“…A sample tube and 1kg plastic bag were used to collect up to 12 samples along the Liwa-Sumberjaya West Cross Road in West Lampung. The soil was then tested at the Geological Engineering laboratory, Padjadjaran University, Indonesia, to determine physical properties such as grain size (ASTM D422-63) (ASTM, 2007), Atterberg limit (ASTM D4318 -17e1) (ASTM, 2017), soil type based on ASTM and USCS standards (ASTM D2487-17) (ASTM, 2017), soil activity (AI) [18] and soil plasticity ( [19]; [20]).…”
Section: Methodsmentioning
confidence: 99%
“…A sample tube and 1kg plastic bag were used to collect up to 12 samples along the Liwa-Sumberjaya West Cross Road in West Lampung. The soil was then tested at the Geological Engineering laboratory, Padjadjaran University, Indonesia, to determine physical properties such as grain size (ASTM D422-63) (ASTM, 2007), Atterberg limit (ASTM D4318 -17e1) (ASTM, 2017), soil type based on ASTM and USCS standards (ASTM D2487-17) (ASTM, 2017), soil activity (AI) [18] and soil plasticity ( [19]; [20]).…”
Section: Methodsmentioning
confidence: 99%
“…Future MICP field experiments should include a coring campaign to establish pre-existing conditions, and then target active MICP zones as identified by geophysical and well sampling. The study of cores collected before, during, and after MICP would allow direct observation of microbes on sediments (known to differ from those in water; cf., Lehman, 2007) detection of newly formed calcite in the subsurface, measurement of sediment strength, stiffness, and response to shear forces (Santamarina et al, 2019). Such analyses would complement data acquired by geophysical monitoring tools at the site (Saneiyan et al, 2019).…”
Section: Considerations For Future Micp Research At Field Sitesmentioning
confidence: 97%
“…Based on laboratory analysis (Table 1), the soil of the research area is included in the high plasticity silt type (MH) [50]; has characteristics low to medium plasticity characteristics (LL Brine 32.12% -68.66%) [51,52]. This soil has a specific gravity of 2.41-3.03.…”
Section: Characteristicsmentioning
confidence: 99%