Development of an integrated hydro-mechanical coupling test system for meter-scale fractured rock masses in laboratory

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Aiqing Wu , Lei Fan , Jiming Gao , Yuankun Liu , Guoqing Guo , Xiaoyu Han , Wei Hu , Meiwang Yu
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引用次数: 0

Abstract

To address the issues of bank slope deformation, landslides, and associated geological disasters caused by the impoundment of high dam reservoirs, the author, based on the proposed idea of constructing an external high-pressure hydraulic test chamber, has developed for the first time the CJ3000 rock mass hydraulic coupling test system (CJ3000 RTS). This system enables hydraulic coupling tests on meter-scale rock mass specimens to be conducted under controlled laboratory conditions. This paper systematically presents the design and development of the above system, which includes the equipment functions and the main technical specifications, seven major innovations, the performance testing results, the experimental operation and control procedures, etc. The total weight of this test system is 200 tons, and it is built on a soft soil foundation. The test system can provide a maximum vertical reaction load of 30,000 kN and a maximum horizontal reaction loads of 20,000 kN in two directions. The water pressure in the sealed cabin and the seepage pressure of the rock mass specimen are independently controlled, with a designed water pressure of 3 MPa. A new type of high-precision magnetostrictive displacement sensor resistant to high water pressure has been developed, and an experimental operation procedure for conducting multiple spatial target positions with large-scale equipment have been proposed. Finally, a mechanical test under triaxial hydro-mechanical coupling conditions was carried out on a basalt specimen with a size of 50 cm × 50 cm × 100 cm, and preliminary application results were obtained. The study demonstrates that the test method proposed is feasible, and that the developed CJ3000 rock mass hydraulic coupling test system is effective. This work is of significant importance for advancing research on the mechanical properties of rock mass under complex structural and stress conditions, particularly regarding their hydraulic coupling characteristics.
米级裂隙岩体室内一体化水-力耦合试验系统的研制
针对高坝水库蓄水引起的岸坡变形、滑坡及相关地质灾害问题,笔者根据提出的建设外置高压水力试验室的思路,首次研制了CJ3000岩体水力耦合试验系统(CJ3000 RTS)。该系统能够在受控的实验室条件下对米级岩体试件进行水力耦合试验。本文系统地介绍了上述系统的设计与开发,包括设备功能及主要技术指标、七大创新点、性能测试结果、实验操作及控制程序等。试验系统总重200吨,建在软土地基上。试验系统可在两个方向上提供最大垂直反力载荷30,000 kN和最大水平反力载荷20,000 kN。密封舱内水压与岩体试件渗流压力独立控制,设计水压为3 MPa。研制了一种新型高精度耐高压磁致伸缩位移传感器,并提出了一种大型设备进行多空间目标定位的实验操作方法。最后,对尺寸为50 cm × 50 cm × 100 cm的玄武岩试件进行了三轴水-力耦合条件下的力学试验,获得了初步应用结果。研究表明,所提出的试验方法是可行的,所开发的CJ3000岩体水力耦合试验系统是有效的。这项工作对于深入研究复杂结构和应力条件下岩体的力学特性,特别是其水力耦合特性具有重要意义。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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