Testing method of rock structural plane using digital drilling

The rock mass consists of rock blocks and structural planes,which can reduce its integrity and strength.Therefore,accurately obtaining the characteristics of the rock mass structural plane is a prerequisite for evaluating stability and designing supports in underground engineering.Currently,there are no effective testing methods for the characteristic parameters of the rock mass structural plane in underground engineering.The paper presents the digital drilling technology as a new testing method of rock mass structural planes.Flawed rock specimens with cracks of varying widths and angles were used to simulate the rock mass structural planes,and the multifunctional rock mass digital drilling test system was employed to carry out the digital drilling tests.The analysis focuses on the variation laws of drilling parameters,such as drilling pressure and drilling torque,affected by the characteristics of prefabricated cracks,and clarifies the degradation mechanism of rock equivalent compressive strength.Additionally,an identification model for the characteristic parameters of rock mass structural planes during drilling is established.The test results indicate that the average difference of the characteristics of prefabricated cracks identified by the equivalent compressive strength is 2.45°and 0.82 mm,respectively.The identification model while drilling is verified to be correct due to the high identification accuracy.Based on this,a method for testing the characteristic parameters of the surrounding rock structural plane while drilling is proposed.The research offers a theoretical and methodological foundation for precise in situ identification of structural planes of the surrounding rock in underground engineering.

基于小尺度量测值的岩体结构面粗糙度系数分析

介绍了R/S分析法的基本原理 ,对H .E .Hurst经验关系式进行了修正 ,建立了以小尺度的量测结果来反映大尺度范围内岩体结构面粗糙度系数的计算式 .

质面系数法在重力反演中的边界效应及改进

利用重力资料反演三维单一密度界面的质面系数法是目前最为常用的方法之一。但是，我们在实际工作中发现当研究区域以外不能趋于同一深度时，该方法存在严重的边界效应，即边界附近反演误差较大。本文提出这一问题以及改进的措施，理论模型和琉球沟弧盆系实例计算都表明，经边界修正后的反演效果有了明显改善。

浅析“电力电容器电容控制”

本文以产品槡BAM11/2 3-334-1W为例,计算了不同压紧系数时的电力电容器心子高度和元件卷绕极板长度,通过分析得到千分尺法压紧系数和质量密度法压紧系数之间的对应关系,根据此关系可以作为电容器电容的控制指导方向,从而使电容器的电容达到用户协议要求。

格构腹板增强型泡沫复合材料夹层结构腹板平面内屈曲分析

利用有限元数值模拟研究了在平面内荷载作用下,腹板间距、腹板高度、泡沫芯材弹性模量等因素对格构腹板增强型泡沫夹层结构腹板屈曲性能的影响。结合有限元分析结果提出半波数基床系数,采用文克尔地基模型模拟泡沫芯材对格构腹板增强型泡沫复合材料夹层结构腹板的弹性支撑作用,基于Ritz法提出腹板平面内荷载作用下屈曲荷载理论分析方法和计算公式。分析表明:泡沫芯材的存在使得腹板的屈曲特性不同于无芯材时屈曲特性,随腹板高度增加屈曲荷载表现出平稳增加的趋势,屈曲形态呈现出多峰特征的褶皱;腹板间距和高度较大时,泡沫芯材的支撑对腹板的稳定起到主导作用;理论方法分析结果、有限元结果以及试验数据总体上一致。

面内压缩超轻质点阵夹芯板的优化、试验与仿真

为揭示点阵材料在航空航天工程中的应用潜力,对承受面内压缩载荷点阵夹芯板的力学行为进行了研究。基于夹芯板整体欧拉失稳、剪切失稳、格间局部失稳、跨格局部失稳和应力破坏多种理论失效模式,引入面板厚度、厚度方向的点阵层数、点阵杆件长度、截面尺寸、倾斜度、胞元长细比等优化变量,推导了点阵夹芯板的最小质量优化设计方法。同时利用激光选取熔融(SLM)增材制造工艺生产了点阵夹芯板试验件。随后,采用有限元方法对试验结果进行了仿真分析,两者误差在10%以内,证实了数值方法的准确性。最终对初始设计和优化设计方案进行了数值分析,发现优化方案在保持相同承载力的条件下,实现结构减重16.6%,验证了优化设计方法的有效性。同时,试验与仿真的一致性有力地证明了增材制造工艺在点阵夹芯结构制造方面的可行性。