Mechanics Principle and Engineering Application of Split Layer and Bed Separation of Mining Overburden

<正>To control land surface subsidence caused the underground mineral exploitation and the catastrophic phenomena such as serious damage of buildings, waterbodies, cultivated lands, railways, bridges caused by land subsidence, bed separation grouting technology of overburden is put forward. To provide theoretical support for the technology, the characteristics and the mechanics mechanism of mining overburden from layer-split to formation of bed separation are studied. On the basis of elastic sheet board theory, calculation formula of rock sheet deflection is presented, and the mechanics criteria of the separation formation and the calculation formula of bed separation volume are set up. Finally, the applications and technics of bed separation grout technology of mining overburden to control land subsidence in china are introduced.     

Effect of acid solutions on plants studied by the optical beam deflection method

The optical beam deflection method was applied to study the effects of acid solution on both a terrestial and aquatic plants Egeria and Cerastium, which are common aquatic plant and terrestial weed respectively. A probe beam from a He-Ne laser was passed through a vicinity of a leaf of the plants, which were put in culture dishes filled with acid solutions. Deflection signals of the probe beam were monitored and compared for acid solutions with different pH values. The results of Egria showed that the deflection signals changed dramatically when pH values of acid solutions were 2.0 and 3.0, while little at pH of 4.0 and 5.0. For Cerastium when pH were below 3.0, deflection signals changed greatly with time at the begining. After a certain period of time, deflection signals changed little with time. When pH value was above 4.0, deflection signals of Cerastium were still changing with time even after 20 hours. The results suggested that the damage threshold of pH was between 3.0 and 4.0 for both the land and aquatic plants.     

基于现场测试的斜拉桥有限元模型修正

由于多年使用,桥的结构材料等都已经发生变化,因此在研究桥的当前工作状态时,必须依照现场测试结果,将初始模型修正为符合现阶段实际情况的有限元模型。本文以黄河胜利大桥为工程背景,根据设计资料建立了该桥初始有限元模型,用ANSYS通用软件开发了索力修正程序,该程序通过调整拉索的初始应变和附加质量块,使模型索力与设计索力之间误差在5%以内。计算发现,有限元模型中的施工顺序对成桥状态有着很大影响,应通过单元生死技术进行施工模拟。本文以各级加载工况下挠度、索力的变化情况作为控制目标,最终建立了能够反映加载工况下挠度变化、索力变化的黄河胜利大桥基准有限元模型,为今后监测桥的索力变化情况进而了解整座桥的工作状态奠定了基础。     

Horizontal lifelines – review of regulations and simple design method considering anchorage rigidity

Among the many occupational risks construction workers encounter every day falling from a height is the most dangerous. The objective of this article is to propose a simple analytical design method for horizontal lifelines (HLLs) that considers anchorage flexibility. The article presents a short review of the standards and regulations/acts/codes concerning HLLs in Canada the USA and Europe. A static analytical approach is proposed considering anchorage flexibility. The analytical results are compared with a series of 42 dynamic fall tests and a SAP2000 numerical model. The experimental results show that the analytical method is a little conservative and overestimates the line tension in most cases with a maximum of 17%. The static SAP2000 results show a maximum 2.1% difference with the analytical method. The analytical method is accurate enough to safely design HLLs and quick design abaci are provided to allow the engineer to make quick on-site verification if needed.     

THOR dummy chest deflection response in oblique and lateral far-side sled tests

Abstract

Objective: The focus of this study is side impact. Though occupant injury assessment and protection in nearside impacts has received considerable attention and safety standards have been promulgated, field studies show that a majority of far-side occupant injuries are focused on the head and thorax. The 50th percentile male Test Device for Human Occupant Restraint (THOR) has been used in oblique and lateral far-side impact sled tests, and regional body accelerations and forces and moments recorded by load cells have been previously reported. The aim of this study is to evaluate the chestband-based deflection responses from these tests.

Methods: The 3-point belt–restrained 50th percentile male THOR dummy was seated upright in a buck consisting of a rigid flat seat, simulated center console, dashboard, far-side side door structure, and armrest. It was designed to conduct pure lateral and oblique impacts. The center console, dashboard, simulated door structure, and armrest were covered with energy-absorbing materials. A center-mounted airbag was mounted to the right side of the seat. Two 59-gage chestbands were routed on the circumference of the thorax, with the upper and lower chestbands at the level of the third and sixth ribs, respectively, following the rib geometry. Oblique and pure lateral far-side impact tests with and without airbags were conducted at 8.3 m/s. Maximum chest deflections were computed by processing temporal contours using custom software and 3 methods: Procedures paralleling human cadaver studies, using the actual anchor point location and actual alignment of the InfraRed Telescoping Rods for the Assessment of Chest Compression (IR-TRACC) in the dummy on each aspect—that is, right or left,—and using the same anchor location of the internal sensor but determining the location of the peak chest deflection on the contour confined to the aspect of the sensor; these were termed the SD, ID, and TD metrics, respectively.

Results: All deformation contours at the upper and lower thorax levels and associated peak deflections are given for all tests. Briefly, the ID metrics were the lowest in magnitude for both pure lateral and oblique modes, regardless of the presence or absence of an airbag. This was followed by the TD metric, and the SD metric produced the greatest deflections.

Conclusion: The chestbands provide a unique opportunity to compute peak deflections that parallel current IR-TRACC-type deflections and allow computation of peak deflections independent of the initial point of attachment to the rib. The differing locations of the peak deflection vectors along the rib contours for different test conditions suggest that a priori attachment is less effective. Further, varying magnitudes of the differences between ID and TD metrics underscore the difficulty in extrapolating ID outputs under different conditions: Pure lateral versus oblique, airbag presence, and thoracic levels. Deflection measurements should, therefore, not be limited to an instrument that can only track from a fixed point. For improved predictions, these results suggest the need to investigate alternative techniques, such as optical methods to improve chest deflection measurements for far-side occupant injury assessment and mitigation.     

乌东矿急倾斜特厚煤层水平分段综放开采顶板破断特征研究

为研究急倾斜特厚煤层水平分段综放开采顶板破断特征,基于急倾斜特厚煤层工作面顶板赋存条件并结合弹性力学,建立了急倾斜特厚煤层水平分段开采顶板力学模型。通过力学模型分析,推导出急倾斜特厚煤层水平分段开采后顶板沿工作面倾向方向的岩板破断判据及挠度公式,应用三角级数方法对挠度公式进行求解,确定了顶板沿倾向方向上最大挠度发生的位置关系式。理论研究成果在乌东矿南采区B1+2急倾斜特厚煤层水平分段综放开采中的工程应用表明,工作面沿倾向方向上推进到385 m时顶板发生破断,倾向方向顶板最大挠度坐标位置为y=325.78 m,顶板沿工作面倾向方向的最大挠度位于采空区中部偏下位置。表现为急倾斜特厚煤层顶板在工作面上方的非对称性破断;相似材料试验进一步验证了顶板挠度公式的合理性。     

植筋搭接混凝土柱偏心受压性能试验研究

对钢筋混凝土植筋搭接柱在静载作用下的偏心受压破坏进行了探索性的研究。通过试验,得到了试验柱的承载力与锚固长度、跨中弯矩与挠度、荷载与位于搭接段跨中截面受压区混凝土应变等关系曲线。试验结果认为,钢筋混凝土搭接柱在混凝土未被压坏的前提下,发生的钢筋锚固失效主要是锚固强度失效,并确认了植筋试件的薄弱面。另外,试件破坏时的粘结应力随锚固长度的增加逐渐减小。而对FISV360S植筋胶来说,锚固长度的增加能明显地提高试验梁的极限承载力。最后分别提出了临界锚固长度计算公式和试验柱极限承载力计算公式。     

基于CEEMDAN-SOBI对桥梁监测挠度的分离研究

为实现桥梁挠度监测信号各种效应值的分离,提出1种基于自适应噪声的完备集合经验模态分解（Complete Ensemble Empirical Mode Decomposition with Adaptive Noise,CEEMDAN）结合二阶盲源辨识（Second Order Blind Identification,SOBI）的单通道盲源分离算法。首先利用自适应噪声的完备集合经验模态分解将单通道的桥梁挠度信号分解为一系列线性平稳的本征模函数,计算各子序列的排列熵（Permutation Entropy,PE）并将排列熵值相近的序列相加组成新的序列;然后采用K-L散度的判别法剔除虚假的分量,将真实的分量组成盲源分离模型的输入信号;最后采用二阶盲源辨识对输入信号进行盲源分离,得到桥梁监测挠度的各效应值。结果表明:该方法能有效分离挠度监测信号中的各种效应值。     

大口径高温高压管道下沉分析

以某电厂的主蒸汽管道为例,对其支吊架进行冷、热态检验,发现炉侧连续恒力吊架冷态时指针卡死下极限位置,热态时实际垂直热位移值较小,与设计严重不符。根据现场情况和应力计算结果综合分析,发现管道壁厚存在严重误差导致管道下沉。针对以上情况,首次提出了支吊架配置改造方案需要考虑的4个方面,给解决此类问题提供帮助。     

Effect of acid solutions on plants studied by the optical beam deflection method

The optical beam deflection method was applied to study the effects of acid solution on both a terrestial and aquatic plants Egeria and Cerastium, which are common aquatic plant and terrestial weed respectively. A probe beam from a He-Ne laser was passed through a vicinity of a leaf of the plants, which were put in culture dishes filled with acid solutions. Deflection signals of the probe beam were monitored and compared for acid solutions with different pH values. The results of Egria showed that the deflection signals changed dramatically when pH values of acid solutions were 2.0 and 3.0, while little at pH of 4.0 and 5.0. For Cerastium when pH were below 3.0, deflection signals changed greatly with time at the begining. After a certain period of time, deflection signals changed little with time. When pH value was above 4.0, deflection signals of Cerastium were still changing with time even after 20 hours. The results suggested that the damage threshold of pH was between 3.0 and 4.0 for both the land and aquatic plants.