2016
DOI: 10.1016/j.proeng.2016.02.063
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Comparison of Liquid Limit of Soils Resulted from Casagrande Test and Modificated Cone Penetrometer Methodology

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Cited by 21 publications
(19 citation statements)
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“…The slightly lower LL Cone for high plastic samples is in conformity with Hrubesova et al. () who worked on a bentonite (LL Cup = 492%, LL Cone = 374%) and a loam (LL Cup = 45.4%, LL Cone = 38.4%) and showed that the LL in high plasticity soils, measured by cone is significantly lower than LL measured by the cup. Similarly, Mishra et al.…”
Section: Resultssupporting
confidence: 89%
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“…The slightly lower LL Cone for high plastic samples is in conformity with Hrubesova et al. () who worked on a bentonite (LL Cup = 492%, LL Cone = 374%) and a loam (LL Cup = 45.4%, LL Cone = 38.4%) and showed that the LL in high plasticity soils, measured by cone is significantly lower than LL measured by the cup. Similarly, Mishra et al.…”
Section: Resultssupporting
confidence: 89%
“…The slightly lower LL Cone for high plastic samples is in conformity with Hrubesova et al (2016) who worked on a bentonite (LL Cup = 492%, LL Cone = 374%) and a loam (LL Cup = 45.4%, LL Cone = 38.4%) and showed that the LL in high plasticity soils, measured by cone is significantly lower than LL measured by the cup. Similarly, Mishra et al (2012) considered the effects of various factors on the differences between LL Cup and LL Cup for very plastic samples (LL: 52 to 678%; PL:29 to 64%) and concluded that the LL Cup was higher than LL Cone irrespective of bentonite type or salt concentration…”
Section: Liquid Limitsupporting
confidence: 87%
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