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:
Dec. 02, 2025

Filed:

Apr. 17, 2023
Applicant:

Ocean University of China, Shandong, CN;

Inventors:

Fei Sha, Shandong, CN;

Shijiu Gu, Shandong, CN;

Xuguang Chen, Shandong, CN;

Mingshuai Xi, Shandong, CN;

Hao Kong, Shandong, CN;

Rui Fan, Shandong, CN;

Meng Bu, Shandong, CN;

Liming Chen, Shandong, CN;

Hang Li, Shandong, CN;

Assignee:
Attorney:
Primary Examiner:
Int. Cl.
CPC ...
G09B 25/00 (2006.01); E02D 31/00 (2006.01); E02D 33/00 (2006.01); E21D 9/00 (2006.01);
U.S. Cl.
CPC ...
G09B 25/00 (2013.01); E02D 31/00 (2013.01); E02D 33/00 (2013.01); E21D 9/003 (2013.01); Y02E 10/10 (2013.01);
Abstract

This invention discloses a model test device and method for curtain grouting and excavation of tunnels in high-temperature, water-rich and weak strata, comprising weak strata simulation system, working condition simulation system, curtain grouting system, and monitoring and data acquisition system. The weak strata simulation system is the main box used to fill the soft soil. The working condition simulation system includes a high geothermal simulation system, a water pressure simulation system with stepwise loading of water pressure and volume, and a three-dimensional confining pressure simulation system with stepwise controllable loading of confining pressure. The invention can realize the whole test process simulation of grouting reinforcement and excavation of tunnels in weak strata effectively under the action of confining pressure and geothermal heat, and it has a positive reference effect on actual soft stratum tunnel curtain grouting and safe excavation.


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