Technical Notes
Oct 8, 2020

Geotechnical Properties of a New Transparent Clay

Publication: International Journal of Geomechanics
Volume 20, Issue 12

Abstract

This paper presents a study of the mechanical properties of a synthetic transparent clay to be used in physical geotechnical models. The manufacturing processes of a synthetic transparent clay consisting of Carbopol polymers, NaOH powder, and distilled water were briefly introduced. The transparency of the synthetic transparent clay influenced by the sample thickness and the mixture of Carbopol materials was assessed by the modulation transfer function (MTF) method. For the synthetic transparent clay with the 0.75% Carbopol material mixture, the clear visible depth was approximately 30–40 cm. The geotechnical properties of the clay with this mixture were measured in detail. The permeability (permeability test) and thermal conductivity (thermal conductivity test) of the synthetic transparent clay with a specific U10 mixture were 5.3 × 10−7 cm/s and 0.62–0.72 W · M−1 · K−1, respectively. These analyses demonstrated that synthetic transparent clay exhibits macroscopic geotechnical properties comparable to those of very soft clay and could be used to simulate submarine landslides.

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Acknowledgments

The authors acknowledge financial support from the National Science Foundation of China (No. 51639002).

Notation

The following symbols are used in this paper:
av
coefficient of compression;
Ca
secondary compression index;
Ck
permeability of soil;
Cv
coefficient of consolidation;
Es
one-dimensional compression modulus;
e
void ratio;
e0
initial void ratio;
Imax(I)
maximum intensity in captured images;
Imax(o)
maximum intensity of an actual object;
Imin(I)
minimum intensity in captured images;
Imin(o)
minimum intensity of an actual object;
k
permeability coefficient;
lp/mm
line pairs per millimeter;
m
mass of materials; and
σv
pressure applied on the soil.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 12December 2020

History

Received: Nov 11, 2019
Accepted: Aug 6, 2020
Published online: Oct 8, 2020
Published in print: Dec 1, 2020
Discussion open until: Mar 8, 2021

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Authors

Affiliations

Gangqiang Kong [email protected]
Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China; Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education, China Three Gorges Univ., Yichang, Hubei 443002, China. Email: [email protected]
Yang Zhou, Ph.D. [email protected]
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). Email: [email protected]
Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116085, China. Email: [email protected]
Chengqing Wang hhutjwcq23
Master, Civil Engineering Institute, China Railway Design Corporation, Tianjin 200142, China. Email: hhutjwcq23@163.com
Yonghui Chen [email protected]
Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]

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