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Discussion of "Mohajerani method: Tool for determining the liquid limit of soils using fall cone test results with strong correlation with the Casagrande test" by E. Hrubesova, B. Lunackova and M. Mohyla [Engineering Geology 278 (2020) 105852]
被引:8
|作者:
O'Kelly, Brendan C.
[1
]
Vardanega, Paul J.
[2
]
Haigh, Stuart K.
[3
]
机构:
[1] Trinity Coll Dublin, Dept Civil Struct & Environm Engn, Dublin D02 PN40, Ireland
[2] Univ Bristol, Dept Civil Engn, Queens Bldg, Bristol, Avon, England
[3] Univ Cambridge, Schofield Ctr, Dept Engn, Madingley Rd, Cambridge CB3 0EF, England
关键词:
Liquid limit;
Plastic limit;
Fall cone;
Casagrande cup;
Mohajerani method;
PL100;
PLASTIC LIMIT;
UNDRAINED STRENGTH;
ATTERBERG LIMITS;
FINE SOILS;
INDEX;
PENETRATION;
APPARATUS;
D O I:
10.1016/j.enggeo.2022.106623
中图分类号:
P5 [地质学];
学科分类号:
0709 ;
081803 ;
摘要:
The Authors have presented an interesting paper (Hrubesova et al., 2020), which aims (in part) to validate the Moharjerani (1999) calibration approach for establishing the 80 g/30 degrees fall-cone penetration depth equating to the liquid limit by the Casagrande percussion-cup approach, determined according to the British Standard. In this paper, the Discussers present some clarifications on, and state various observations regarding, the approaches adopted in the Hrubesova et al. (2020) investigation, as well as the Moharjerani (1999) calibration approach employed therein. The Discussers also present a description of some relevant literature not covered in the Authors' paper (Hrubesova et al. 2020) aimed at making further clarifications on this important area of geotechnical practice.
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