The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Oct. 10, 2017

Filed:

May. 27, 2014
Applicant:

Hohai University, Nanjing, Jiangsu, CN;

Inventor:

Gangqiang Kong, Jiangsu, CN;

Assignee:

Hohai University, Nanjing, Jiangsu, CN;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
G01N 1/28 (2006.01); G01N 33/22 (2006.01); C08F 214/26 (2006.01); C08F 224/00 (2006.01); H04N 7/18 (2006.01); G01N 1/42 (2006.01); G01N 1/38 (2006.01); G01N 33/24 (2006.01); F42D 3/00 (2006.01);
U.S. Cl.
CPC ...
G01N 1/28 (2013.01); C08F 214/262 (2013.01); C08F 224/00 (2013.01); F42D 3/00 (2013.01); G01N 1/2806 (2013.01); G01N 1/38 (2013.01); G01N 1/42 (2013.01); G01N 33/227 (2013.01); G01N 33/24 (2013.01); H04N 7/181 (2013.01);
Abstract

Particles of a fluorine-containing polymer used as a transparent solid material in an artificial transparent frozen soil is provided. The fluorine-containing polymer is poly[4,5-difluoro-2,2bis(trifluoromethyl)-1,3-dioxole-co-tetrafluoroethylene], with a refractive index of 1.31 and a density of 2.1-2.3 g/cm. The particles have a particle diameter of 0.25-2.0 mm or a particle diameter 0.074 mm, and have irregular shapes. When particles of the fluorine-containing polymer are used as a transparent solid material for preparing a transparent frozen soil, the prepared transparent frozen soil has high transparency, low price, no toxicity and no harm, good similarity with the properties of a natural frozen soil body, can substitute natural frozen soil, is used for simulating complicated geological conditions, and is effectively used in model tests in geotechnical engineering.


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