基于FLAC3D的破碎围岩巷道支护效果分析

为了解破碎围岩分别采用锚杆支护、锚喷支护以及锚喷+锚索耦合三种支护方式下的支护效果,进而为破碎围岩巷道选择合理的支护方式提供参考。通过借助FLAC^3D软件建立数值模型,分析不同支护条件下的破碎围岩巷道位移量、应力分布以及塑性区的时空演化特征。结果表明,采用锚喷+锚索耦合支护时,可以较好的控制巷道围岩的位移量、减小应力集中效应、缩小塑性区的影响范围。     

破碎方式对白鲢鱼糜凝胶结构的影响

与斩拌方式对比,研究搅拌方式对鱼糜制品凝胶特性的影响。结果表明,搅拌破碎使白鲢鱼糜的凝胶强度及持水力增加,提高了硬度、黏附性、胶黏性和咀嚼性,但是对白度无明显影响。在2%和3%盐添加量的条件下,搅拌破碎对鱼糜制品的质构改善效果显著,凝胶强度分别提高了70.2%,66.7%。根据鱼糜的盐溶蛋白、肌动球蛋白的活性巯基含量、化学作用力和浊度结果可知,搅拌破碎可以增加活性巯基含量,使得更多的巯基氧化成二硫键,提高疏水相互作用,促进蛋白分子间的聚集,浊度增加,三维凝胶网络结构更致密。     

深锥形槽体对细粒煤干扰沉降分级实验研究

本文重点研究了自制深锥形干扰沉降分级机在不同影响因素下对细粒煤的分级效率,结果表明:底部和中部同时给水形式的设计有利于细粒煤分级,底部与中部给水量比值对分级效率有一定影响但不明显;给料速度及浓度值越低,细粒煤分级效率越高。该装置的适宜分级条件为流量配比2∶1、给料速度0.50m/s、矿浆浓度40%时,粒级级配(0.25~0.125mm和1.0~0.5mm)分级效率接近65%,较常规分级旋流器分级效率50%~60%提高约5%~15%,实验结果表明深锥形干扰沉降分级机可有效实现细粒煤的分级。     

Quality assurance and quality control of subgrade compaction using the dynamic cone penetrometer

The Dynamic Cone Penetrometer (DCP) is a device that is used in the construction industry for the assessment of in situ soil compaction quality. Over the past few decades, numerous correlations have been developed between the DCP test results and soil strength and stiffness parameters. This paper proposes a comprehensive set of criteria and recommendations for quality control (QC) of compacted subgrade that take into account the inherent statistical variability of DCP test results. For the development of the QC criteria, a new statistical methodology is used to extract representative test values from the raw field DCP test data. In order to use the proposed QC criteria, soils are first classified into two broad categories (fine-grained and coarse-grained) depending on their fabric and response to compaction efforts. Test results indicate that (i) for fine-grained soils, the DCP test values have good correlation with the plasticity index (PI), which is indicative of the type and amount of clay content of the soil and (ii) for coarse-grained soils, the DCP test values have good correlation with the optimum water content of the soil, which is directly related to its in situ density. DCP blow count correlation equations are presented for both soil categories. Recommendations for field DCP testing and data analysis are also provided to highlight the significance of the statistical distribution of the DCP test results in QC testing of compacted subgrade.     

基于3DEC的结构面对采空区的影响机制

Ⅳ级结构面是构成岩块的边界面,影响着地下工程岩体的物理力学性质及应力分布状态。基于3DEC离散元软件,在特定的采空区应力场下,针对单组结构面以及多组结构面中可产生滑塌锥的情况分别开展了研究。结果表明:1)单组结构面对采空区的影响形式为滑移破坏,随着结构面倾角的增大,采空区顶板最大位移先增大后减小。2)多组结构面形成滑塌锥后并不一定意味着塌落,在黏聚力以及内摩擦角较大时滑塌锥仍然可以保持稳定;在黏聚力—内摩擦角—滑塌锥位移的三维曲面图中,形成稳定区、塌落区、滑移区三类。3)利用极限平衡理论对滑塌锥的稳定性进行力学分析,提出滑塌锥失稳的判定条件,具有一定的工程实用价值。     

海冰载荷作用下风力机抗冰锥体减载研究

提出了锥体抗冰结构来降低海冰对风力机结构的影响。以NREL 5 MW近海三叶片水平轴风力机为研究对象,基于Ralston算法建立冰载荷模型,采用开源多体动力学软件FAST计算塔架结构动力学响应,研究了不同锥角抗冰结构下塔顶位移和塔架载荷特性。结果表明:锥体结构能有效地缓解由海冰造成的危害,塔架剪切力、海冰载荷及塔顶位移随锥角的降低而减小,锥角由70°降至40°,海冰载荷降低55%~98%;安装锥体前后,塔架剪切力减小28.7%~58.9%,塔顶位移最多减小46%。     

高速率通信网络下时变系统的有限时域H∞控制

针对高速率通信网络和Round-Robin（RR）协议影响下网络化时变系统的有限时域[H∞]控制问题，考虑到系统中存在乘性噪声、随机时滞和量化效应，提出了一种基于观测器的有限时域[H∞]控制器的设计方法。利用李雅普诺夫稳定性理论和线性矩阵不等式（Linear Matrix Inequality，LMI）技术得到有限时域[H∞]控制器存在的充分条件。基于锥补线性化（Cone Complementarity Linearization，CCL）方法通过求解一组递归矩阵不等式得到观测器和控制器参数。所设计的控制器保证闭环网络化时变系统在给定的时域内稳定，且满足预定的[H∞]性能指标。数值仿真验证了所提方法的有效性。     

Numerical verification of the continuous calculation method for tip stress during the driving process of the dynamic penetration test

This paper presents a calculation method for obtaining the continuous variation in stress between the tip and the soil during dynamic penetration tests, particularly in the case of using the Panda 3® penetration testing device. The originality of the method is that the tip stress can be computed continuously throughout the driving process. For each impact of the hammer on the penetrometer, data are recorded by sensors located at the top of the apparatus. Then, the stress at the tip and the displacement of the apparatus are calculated with a method based on the propagation of waves in the device. A three-dimensional numerical model of the penetration test, based on the Panda 3® specifications and using the discrete element method (DEM), is proposed in this paper. The purpose of the simulations is to validate the calculation method by comparing the curves of the tip stress versus the penetration distance obtained in two different ways, the first being the distance directly observed at the tip and the second being the distance calculated from the data recorded at the top of the penetrometer, as with the experimental device. The entire apparatus is represented, including the hammer, the rod, and the tip, and is driven into the model soil. The calculation method is applied, and the results are compared to the actual response of the soil to the driving of the penetrometer directly at the tip, which can be obtained with the numerical model. The responses are found to be very similar, confirming the theoretical framework and its underlying assumptions. This method is applied to dynamic penetration tests and provides the opportunity to obtain mechanical parameters other than the tip resistance from the tests.     

破碎围岩回采巷道锚网索支护参数优化

针对镇城底煤矿8"煤层工作面巷道围岩破碎、支护困难等问题,分析了原有巷道支护方式失效的原因,进而针对性的优化了巷道支护参数,采用①20 mm X 2500 mm左旋螺纹钢锚杆,①17.8 mm X 6500 mm锚索,并进行了验算。最后通过现场实测巷道顶板离层量得到有效的控制,实现了安全髙效开采。     

Second order velocity slip and thermal jump of Cu–water nanofluid over a cone in the presence of nonlinear radiation and nonuniform heat source/sink using homotopy analysis method

The purpose of the present paper is to explore the second order slip effects on nanofluid flow over a vertical cone. The effects of nonlinear thermal radiation and nonuniform heat source/sink are also taken into account. Water with copper nanoparticles is used as nanofluid in this investigation. The governing partial differential equations for the flow are converted into ordinary differential equations by using transformations and then are solved using homotopy analysis method. The influence of various important parameters on velocity, temperature, skin‐friction, and Nusselt number are presented through graphs. Results indicate that the velocity and magnitude of skin friction decrease with a rise in first and second order velocity slips. A raise in either first or second order temperature jump causes a fall in temperature. Nonlinear radiation increases the more rapidly when compared to the linear radiation case.