A self-drilling horizontal-vertical permeability coefficient testing device and testing method

The self-drilling horizontal-vertical permeability coefficient testing device solves the problem of accuracy in permeability coefficient measurement in deep overburden soil, achieving undisturbed high-precision testing and enabling simultaneous measurement of horizontal and vertical permeability coefficients.

CN122409449APending Publication Date: 2026-07-17CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE +2

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
Filing Date
2026-02-24
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing permeability testing methods cannot accurately measure horizontal and vertical permeability in deep overburden soils. Traditional indoor tests involve large disturbances and have low accuracy, while in-situ tests are complex and time-consuming, failing to meet the testing needs of deep overburden soils.

Method used

Design a self-drilling horizontal-vertical permeability coefficient testing device, including multiple water pipes, an upper detection structure, a lower detection structure, and a drilling structure. It conducts in-situ testing in the soil by self-drilling, and measures the horizontal permeability coefficient using the connecting part of the upper and lower cavities and the detection part. The inner and outer ring cylinder structure ensures the accuracy of the vertical permeability coefficient.

Benefits of technology

It enables high-precision testing in deep overburden soil without the need for pre-drilling, reduces soil disturbance, and can simultaneously measure horizontal and vertical permeability coefficients, resulting in more accurate test results.

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Abstract

本发明涉及土层渗透系数测试领域,公开一种自钻式水平‑垂直渗透系数测试装置,包括多根导水管、上部检测结构、下部检测结构、钻进结构和注水管;其中,上部检测结构包括固定的固定筒、上腔、中腔和下腔,中腔侧壁设置有阻隔滤膜,中腔中设置有第一检测件,下腔中设置有第二检测件;下部检测结构包括外环筒和内环筒;钻进结构包括钻杆、外钻头和控制外钻头展开和收拢的收纳调节部件。本发明能够通过自钻方式钻进至预制深度并分层测得不同深度土体的水平和垂直渗透系数,无需预先成孔,减小了对土体的扰动,减弱了现场取样和运输环节造成的扰动效应,维持了土体所处的客观真实环境和应力状态,相较于室内试验和传统的原位试验测试结果更准确。
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