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:
Nov. 07, 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 3/22 (2006.01); C08F 224/00 (2006.01); C08F 214/26 (2006.01); F42D 3/00 (2006.01); G01N 1/38 (2006.01); G01N 1/42 (2006.01); G01N 33/24 (2006.01); H04N 7/18 (2006.01); G01N 33/22 (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

The present invention discloses a transparent frozen soil, which is prepared from a fluorine-containing polymer, ice particles and a colorless pore fluid by steps of preparing materials, blending, vacuuming, and freezing. The fluorine-containing polymer is poly[4,5-difluoro-2,2bis(trifluoromethyl)-1,3-dioxole-co-tetrafluoroethylene], with the refractive index of 1.31, and are particles with the particle diameter of 0.25-2.0 mm, and the density of 2.1-2.3 g/cm. The present invention also provides the application of the above transparent frozen soil in the frozen soil directional blasting model test and the frozen soil road embankment model thaw-slumping test. The transparent frozen soil prepared by the present invention can well simulate the properties of natural transparent frozen sandy soil, is effectively used in model tests in the geotechnical engineering, with accurate measurement results, and can realize the visualization of the internal deformation of the soil body, and it is low in the expense, and simple in the operation.


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