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工程科学与技术:2022,54(5):29-35
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土工真三轴试验双向微摩擦荷载传力板的研制与验证
(长江科学院 水利部岩土力学与工程重点实验室,湖北 武汉 430010)
Development and Verification of Bidirectional Micro-friction Load Transfer Plate for Geotechnical True Triaxial test
(Key Lab. of Geotechnical Mechanics and Eng. of the Ministry of Water Resources, Yangtze River Scientific Research Inst., Wuhan 430010, China)
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投稿时间:2021-07-26    修订日期:2022-07-28
中文摘要: 真三轴仪是研究复杂应力状态下土体力学特性的理想仪器,但如何保持加载结构与土体之间无摩擦力且3个方向无干扰加载是真三轴仪研制的技术瓶颈。本文针对“刚柔复合型”真三轴仪中刚性加载板与试样之间的双向摩擦力问题,基于土体与加载板之间“整体接触变为分散式接触,滑动摩擦变为滚动摩擦”的减摩新方法,研制了土工真三轴试验双向微摩擦荷载传力板。详细介绍了该装置的结构原理和细部构造,通过大型直剪试验和数值计算论证了分散式接触代替整体式接触、滑动摩擦变为滚动摩擦的减摩措施效果。结果表明:1)试样与加载板之间的摩擦系数低至0.023,与传统减摩方法相比,摩擦系数可降低90%以上;2)与整体式接触相比,分散式接触可使试样3个方向的应力和变形更为均匀,并较大程度地降低试样与加载板之间的摩擦力;3)采用分散式滑块相互搭接并预留间隙方法满足随试样同步变形,实现了大变形条件(竖向最大变形量90 mm,应变达15%)下真三轴试验的三向无干扰独立加载。土工真三轴试验双向微摩擦荷载传力板的成功研制,有效消除了试样与加载板之间的界面摩阻力,使试样在接触面切线方向上可以自由双向变形,又实现了大变形条件下三向加载互不干扰,破解了真三轴仪研制中的关键技术难题。
Abstract:The true triaxial apparatus is an ideal instrument to study the mechanical properties of soil under complex stress state, but how to keep the loading structure and soil without friction and independent loading in three directions is the technical bottleneck of the development of true triaxial apparatus. Aiming at the problem of bidirectional friction between rigid loading plate and specimen in rigid-flexible compound true triaxial apparatus, based on a new friction reduction method in which the contact between soil and loading plate is changed from whole contact to distributed contact and sliding friction to rolling friction, a bidirectional micro-friction load transfer plate for true triaxial test is developed. The structure principle and detail structure of the device are introduced in detail. The effect of the friction-reducing measures of the distributed contact instead of the integral contact and sliding friction into rolling friction is demonstrated by large-scale direct shear test and numerical calculation. The results show that: 1) The friction coefficient between the specimen and the loading plate is tested by large-scale direct shear test, and the value is as low as 0.023. Compared with the traditional friction reduction method, the friction coefficient can be reduced by more than 90%. 2) Compared with the integral contact, the distributed contact can make the stress and deformation of the sample in three directions more uniform, and reduce the friction between the sample and the loading plate to a great extent. 3) The distributed sliding blocks are overlapped with each other and the gap is reserved to meet the synchronous deformation with the sample, and the three-dimensional non-interference independent loading of true triaxial test under the condition of large deformation (the maximum vertical deformation is 90 mm, and the strain is up to 15%) is realized. The successful development of the bi-directional micro friction load transfer plate for geotechnical true triaxial test effectively eliminates the interfacial friction between the specimen and the loading plate, so that the specimen can deform freely in both directions in the tangent direction of the contact surface, and ensure that the three-dimensional loading does not interfere with each other under the condition of large deformation, solving the key technical problems in the development of true triaxial apparatus.
文章编号:202100732     中图分类号:TU43    文献标志码:
基金项目:国家自然科学基金面上项目(51779017);国家自然科学基金联合基金项目(U21A20158);长江科学院中央级公益性科研院所基本科研业务费项目(CKSF2021484/YT)
作者简介:第一作者:王艳丽(1981—),女,教授级高级工程师,博士. 研究方向:粗粒土力学特性与宏细观模拟方法. E-mail:wyldhh@126.com
引用文本:
王艳丽,程展林,潘家军,左永振,徐晗.土工真三轴试验双向微摩擦荷载传力板的研制与验证[J].工程科学与技术,2022,54(5):29-35.
WANG Yanli,CHENG Zhanlin,PAN Jiajun,ZUO Yongzhen,XU Han.Development and Verification of Bidirectional Micro-friction Load Transfer Plate for Geotechnical True Triaxial test[J].Advanced Engineering Sciences,2022,54(5):29-35.