Discussion on Absorption limit of kaolinitic and montmorillonitic soils Authored by H.B.Nagaraj and M.R.Suresh., Geomechanics and Geoengineering (2019), DOI: 10.1080/17486025.2019.1680881

IF 1.7 Q3 ENGINEERING, GEOLOGICAL
K. Prakash
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引用次数: 0

Abstract

The paper under discussion tries to relate what the authors call as absorption limits of fine-grained soils to their cone liquid limits and to study the effect of drying on the absorption limit. After a careful reading of the paper, the discusser feels that there is a need to clarify some of the issues discussed in the paper to avoid con-fusion and to have more clarity. The term absorption limit is considered by the authors as the water content absorbed by a dry soil pat at the shrinkage limit void ratio when it is allowed to
高岭石和蒙脱石土吸收极限的探讨(H.B.Nagaraj和m.r.s urresh)。,地质力学与地球工程(2019),DOI: 10.1080/17486025.2019.1680881
正在讨论的论文试图将作者所说的细粒土的吸收极限与其锥形液限联系起来,并研究干燥对吸收极限的影响。在仔细阅读了论文后,讨论者认为有必要澄清论文中讨论的一些问题,以避免混淆并更加清晰。作者认为,术语吸收极限是指当允许
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来源期刊
CiteScore
3.80
自引率
0.00%
发文量
27
期刊介绍: Geomechanics is concerned with the application of the principle of mechanics to earth-materials (namely geo-material). Geoengineering covers a wide range of engineering disciplines related to geo-materials, such as foundation engineering, slope engineering, tunnelling, rock engineering, engineering geology and geo-environmental engineering. Geomechanics and Geoengineering is a major publication channel for research in the areas of soil and rock mechanics, geotechnical and geological engineering, engineering geology, geo-environmental engineering and all geo-material related engineering and science disciplines. The Journal provides an international forum for the exchange of innovative ideas, especially between researchers in Asia and the rest of the world.
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