A low clay mineral mudstone roadbed in-situ swelling deformation and humidity field combined monitoring test system and method

By using modular test pit units, multi-level adjustable mechanical loading systems, distributed high-precision deformation monitoring systems, three-dimensional humidity monitoring systems, and precision peristaltic pump constant flow water injection systems, the problem of accurately reflecting the expansion behavior of low-clay mineral mudstone was solved, multi-parameter synchronous monitoring and data integration were realized, and reliable data support for the design of high-speed railway subgrade was provided.

CN122409366APending Publication Date: 2026-07-17SOUTHWEST JIAOTONG UNIV

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
SOUTHWEST JIAOTONG UNIV
Filing Date
2026-05-12
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies are insufficient to accurately reflect the expansion behavior of low-clay mineral mudstone under complex boundary conditions. Furthermore, they lack synchronous and three-dimensional joint monitoring of deformation and humidity fields. The test system causes significant interference to the undisturbed rock and soil, and the coordination of loading, water supply, and measurement systems is poor, making it difficult to achieve synchronous acquisition of multiple parameters and long-term stable control.

Method used

The system employs modular test pit units, a multi-level adjustable mechanical loading system, a distributed high-precision deformation monitoring system, a three-dimensional humidity monitoring system, and a precision peristaltic pump constant flow water injection system. Combined with an integrated data acquisition and processing system, it achieves synchronous automatic acquisition and analysis of multiple parameters, reduces disturbance to the original soil and rock mass, accurately simulates multi-level engineering loads, tracks the water infiltration process, and constructs a highly integrated test platform.

Benefits of technology

It has achieved accurate load simulation and multi-field synchronous monitoring of low clay mineral mudstone subgrade, reduced system interference, provided reliable field test data support, revealed the mechanism of micro-expansion disease, and provided reliable technical support for high-speed railway subgrade design.

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Abstract

本发明公开了一种低黏土矿物泥岩路基原位膨胀变形与湿度场联合监测试验系统及方法,涉及岩土工程及路基工程监测技术领域,模块化试验基坑单元,提供现场原位测试的物理空间;多级可调机械加载系统固定安装于所述安置槽内;分布式高精度变形监测系统,测量泥岩膨胀引起的竖向位移;三维立体湿度监测系统,多个湿度传感器埋设于立体传感器孔内;精密蠕动泵恒流注水系统,其出水端连接至所述主注水孔;集成数据采集与处理系统,用于实现多参数同步自动采集、存储与分析。本发明用于高速铁路无砟轨道路基上拱病害机理研究,能够模拟不同等级上覆荷载作用下,持续水源补给条件下低黏土矿物泥岩的膨胀变形规律与水分入渗时空演化规律的原位精准测定。
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