张宇菲, 王昌怀, 钱俊霖, 蒋泽琨, 王梓旭, 王宇轩, 吕陈平. 新型地质力学模型实验系统的研制[J]. 中国矿业, 2018, 27(2): 150-156.
    引用本文: 张宇菲, 王昌怀, 钱俊霖, 蒋泽琨, 王梓旭, 王宇轩, 吕陈平. 新型地质力学模型实验系统的研制[J]. 中国矿业, 2018, 27(2): 150-156.
    ZHANG Yufei, WANG Changhuai, QIAN Junlin, JIANG Zekun, WANG Zixu, WANG Yuxuan, LYU Chenping. The design of a new-built geomechanical model test system[J]. CHINA MINING MAGAZINE, 2018, 27(2): 150-156.
    Citation: ZHANG Yufei, WANG Changhuai, QIAN Junlin, JIANG Zekun, WANG Zixu, WANG Yuxuan, LYU Chenping. The design of a new-built geomechanical model test system[J]. CHINA MINING MAGAZINE, 2018, 27(2): 150-156.

    新型地质力学模型实验系统的研制

    The design of a new-built geomechanical model test system

    • 摘要: 针对现有相似模拟实验系统存在的加载架易变形、加载稳定性差且精度低、尺寸效应影响大及实验形式单一等问题,中国矿业大学(北京)最新自主研发出一套大型地质力学模型实验系统,用于高仿真模拟深部建井及巷道开挖等过程。该系统主要包括液压作动器组、分体式加载架、EDC伺服控制系统及数据采集系统:280个液压作动器从四个方向(三个维度)提供主动加载,作动器的方形加载头使模型体受力更为均匀;分体式加载架沿导轨前后移动,支持二向平面应力加载和三向不均匀应力加载;EDC伺服控制系统维持加载稳定,自反馈模式能够实时调整液压加载值;数据采集系统及时收集实验过程中静态、动态应变值,用于后期应力与变形规律分析。验证性实验以煤矿平巷开挖工程为背景,模型体依照相似准则建立,通过对比现场实测数据与实验监测数据,得出新建模型系统性能稳定、加载可靠的结论,具有一定的工程应用价值。

       

      Abstract: The shortcomings in the existing model systems include of easy deformation, poor stability, low precision, large size effect, single test form and so on.In view of above problems, China University of Mining and Technology (Beijing) has independently developed a new geomechanical model system for high simulation of deep construction and roadway excavation process.The system mainly consists of hydraulic actuator groups, split-type loading frames, an EDC servo control system and a data acquisition system.A total of 280 hydraulic actuators provide active loading from three dimensions, and the square loading head makes the force more uniform.The split-type loading frame moves along the guide rails, supporting plane stress loading and non-uniform stress loading.The EDC servo control system maintains the load stability, and the self-feedback mode can adjust the hydraulic pressure in real time.The data acquisition system collects the static and dynamic strain values during the test, which will be used for the analysis of stress and deformation at the later stage.By a verification test based on the real engineering project, it is concluded that the new-built model system has stable performance and reliable loading, and it has certain engineering application value.

       

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