Closure to "Discussion of 'Determining Soil Plasticity Utilizing Manafi Method and Apparatus' by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and N. HB"

被引：1

作者：

Manafi, Masoud S. G. ^{[1
]}

Deng, An ^{[1
]}

Taheri, Abbas ^{[2
]}

Jaksa, Mark B. ^{[1
]}

Nagaraj, H. B. ^{[3
]}

机构：

[1] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia

[2] Queens Univ, Robert M Buchan Dept Min, Kingston, ON K7L 3N6, Canada

[3] BMS Coll Engn, Dept Civil Engn, Bangalore 560019, Karnataka, India

来源：

GEOTECHNICAL TESTING JOURNAL | 2022年 / 45卷 / 06期

关键词：

plasticity; Atterberg limits; soil consistency; workability; toughness; Manafi method; Manafi apparatus; ATTERBERG LIMITS; SHEAR-STRENGTH;

D O I：

10.1520/GTJ20220129

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This article concludes the Discussion on the Geotechnical Testing Journal, GTJ-2022-0093, with three objectives: (1) clarifying the meaning of "consistency" and "toughness," (2) elab-orating the combined qualitative and quantitative approach, and (3) justifying the practicality of the Manafi method for a wide range of fine-grained soils regardless of their soil type.

引用

页码：1151 / 1155

页数：5

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