A device for preparing samples for direct shear test of frozen soil-structure interface and a method of using the same

By using pressurized water injection to freeze and form an ice film at the frozen soil-structure contact surface, and using a laser rangefinder to control the thickness, the problem of inconsistency between the ice film sample preparation process and the actual engineering in the existing technology has been solved. This has enabled high-precision testing of the shear characteristics of the frozen soil-structure contact surface, ensuring the safety of related projects.

CN122409307APending Publication Date: 2026-07-17CHINA UNIV OF MINING & TECH

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
CHINA UNIV OF MINING & TECH
Filing Date
2026-04-30
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing direct shear tests of frozen soil-structure contact surfaces, the ice film formation process is inconsistent with that in actual engineering, resulting in low precision in controlling the ice film thickness and affecting the accuracy of shear characteristic tests of frozen soil-structure contact surfaces.

Method used

An ice film is formed at the frozen soil-structure contact surface by pressurized water replenishment freezing, and the thickness of the ice film is controlled by a laser rangefinder to ensure that the ice film preparation process is consistent with the actual project and improve the accuracy of the ice film thickness.

Benefits of technology

It achieves precise control over the thickness of the ice film, ensuring high accuracy and high fidelity in the shear characteristic test of the permafrost-structure contact surface, and supports the safety assessment of engineering projects and artificial freezing technology in permafrost regions.

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Abstract

本发明公开了一种冻土‑结构接触面直剪试验制样装置及其使用方法,涉及岩土工程领域。通过有压补水冻结在冻土‑结构接触面位置形成冰膜,该过程与实际工程中冰膜形成过程一致,同时采用激光测距仪测试控制冰膜厚度,提升冰膜制样的精度。包括试样盒、底部补水控温板、结构板、顶部控温板、控温装置、测温装置、激光测距装置以及压力补水装置;所述试样盒用于容置土体试样,所述底部补水控温板固定安装在试样盒的底部,所述顶部控温板设置在试样盒的顶部,所述结构板固定安装在顶部控温板之下,并且与土体试样之间留有用于形成冰膜的间隙。本发明为获得冻土‑结构接触面剪切特征的准确数据奠定基础,保障冻土‑结构接触面相关工程的安全。
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