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张振华, 王幸林, 唐凯, 罗先启. 地质力学磁力模型试验技术应用于滑坡物理模型试验的可行性探讨[J]. 岩土工程学报, 2012, 34(7): 1291-1298.
引用本文: 张振华, 王幸林, 唐凯, 罗先启. 地质力学磁力模型试验技术应用于滑坡物理模型试验的可行性探讨[J]. 岩土工程学报, 2012, 34(7): 1291-1298.
ZHANG Zhen-hua, WANG Xin-lin, TANG Kai, LUO Xian-qi. Feasibility of application of technology of geomechanical magnetic model tests to physical model tests on landslides[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1291-1298.
Citation: ZHANG Zhen-hua, WANG Xin-lin, TANG Kai, LUO Xian-qi. Feasibility of application of technology of geomechanical magnetic model tests to physical model tests on landslides[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1291-1298.

地质力学磁力模型试验技术应用于滑坡物理模型试验的可行性探讨

Feasibility of application of technology of geomechanical magnetic model tests to physical model tests on landslides

  • 摘要: 地质力学磁力模型试验技术是针对土工离心模型试验技术中获得的ng重力场存在不均匀的问题而提出的。该技术是一种利用磁力场与重力场的相似性,通过在岩土体中掺入粉体磁性材料使其在磁场中受到的磁力作用来模拟ng重力场,从而提高模型试验材料应力水平的模型试验。为了探讨地质力学磁力模型试验技术用于滑坡模型试验的可行性,设计掺入磁粉的土体滑块模型下滑试验,试验采用摄影测量方法获得该滑块在有无磁力作用两种条件下滑块的失稳临界坡角。试验结果表明:在有磁力工况下滑块下滑的临界坡角(39.44°)小于无磁力工况下临界坡角(40.54°),掺磁粉的土体滑块在磁场作用下的应力水平较无磁场作用下的应力水平有所提高,这说明了地质力学磁力模型试验技术用于滑坡物理模型试验研究是可行的。

     

    Abstract: The technology of geomechanicalmagnetic force model tests is put forward for overcoming the shortcomings of technology of geotechnical centrifuge model tests to obtain the force field whose stress gradient is the same as that of n times the gravity acceleration (called ng gravity). It is a model test technology to use the similarity of magnetic field and gravitational field to improve stress level of geomechanical model materials by adding powder magnetic materials to the rock and soil, and then to obtain the ng gravity. In order to prove the feasibility of applying the technology of geomechanicalmagnetic force model tests to physical model tests on landslides, model tests on landslide are designed by adding magnetic powder to soil as the model materials, and the photogrammetric method is employed to obtain critical slide angles with which the two landslide models whose materials contain magnetic powder or no magnetic power are in the state of limit equilibrium. The test results show that the critical slide angle of the model containing magnetic power is less than that of the model without containing magnetic powder, and the stress level of the model containing magnetic powder is larger than that of the model without containing magnetic powder, indicating that the application of the technology of geomechanical magnetic model tests to physical model tests on landslides is feasible.

     

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