煤矿铁路装车线装载自动添加系统的开发与应用

利用机电一体化控制技术 ,将皮带秤首次应用于煤矿装载添加系统 ,完成系统的手动、半自动和全自动控制添加功能的开发与应用。填补了旧装车线自动化改造的国内空白 ,具有显著的经济效益和社会效益。     

徐州狮子山楚王陵病害勘察与整治

狮子山楚王陵座落于典型的覆盖型岩溶区，由于长期的卸荷作用、地质构造作用、水的侵蚀作用及人为的破坏，墓室出现了严重病害。根据工程地质勘察和加固施工资料，论述了楚王陵病害的根本原因和整治工程的设计思路，以期在今后遇到同类问题有所帮助和借鉴。     

Investigation into the long-term strength of rocks under loading with a constant rate

The test data are presented for tensile and compressive strength of some rocks depending on the rate of loading by three-point bending and then uniaxial rigid compression. The constants of Zhurkov’s kinetic equation of durability are determined for the tested rocks. __________ Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 6, pp. 37–44, November–December, 2007.     

成庄矿煤岩破坏电磁辐射特性及其应用研究

利用电磁辐射信号采集试验系统,研究了晋煤集团成庄矿煤岩在单轴压缩、拉伸、剪切破坏条件下的电磁辐射和声发射特性。试验结果表明,煤岩变形破坏过程中有电磁辐射信号产生,受载煤岩产生的电磁辐射与变形破裂过程紧密相关,基本成正比关系;经过与同步测试的声发射信号相比,发现电磁辐射信号更丰富。现场利用煤岩破坏的电磁辐射监测技术可以定量研究工作面推进基本顶来压、顶板周期来压的动态变化规律。     

基质负荷对秸秆与污泥厌氧消化微生物群落结构的影响

为明确秸秆污泥厌氧消化体系中微生物群落的结构特征,采用Ⅰllumina HiSeq高通量测序技术,研究在高低两种基质负荷条件下微生物群落结构的变化和多样性,并监测其产气性能.结果表明:高负荷基质条件下（TS 20 g/(L·d)）,平均日产气量为4.1 L;低负荷基质条件下（TS 12 g/(L·d)）,平均日产气量为2.1 L.高负荷基质条件下细菌的相对丰度为91.57%,产甲烷古菌的相对丰度为8.43%;低负荷基质条件下细菌的相对丰度为94.35%,产甲烷古菌的相对丰度为5.65%,高负荷基质条件下产甲烷古菌的丰度比在低负荷基质条件下相对增加了49.2%,表明产甲烷古菌的相对丰度和产气量有一定的正相关性.高负荷基质条件下的前3种优势菌群分别为:相对丰度为51.06%的拟杆菌门（Bacteroidetes）、11.65%的厚壁菌门（Firmicutes）、8.25%的广古菌门（Euryarchaeota）.低负荷条件下的前3种优势菌群分别为:相对丰度为50.78%的拟杆菌门（Bacteroidetes）,7.67%的Cloacimonetes、6.46%的互养菌门（Synergistetes）.两种基质条件下都检测到12种产甲烷菌属,分属氢营养型、甲基营养型、乙酸营养型,说明整个秸秆污泥厌氧消化体系的代谢途径较为丰富,各种微生物群落生长代谢相互依存、相互平衡,具有一定的抗冲击负荷,建立了较为平衡的稳态缓冲体系.     

湿天然气管道积液处理方案设计与分析

积液得到必要的处理是湿天然气集气管道日常运行管理中面临的重要任务之一。为了减少集气管道中积液带来的影响和危害,基于OLGA软件的清管工艺瞬态仿真方法,建立了积液在湿气管道中的发展过程预测模型,开展了湿气管道积液沉积以及发展规律分析,在此基础上进行了湿气管道积液处理方案设计和模拟仿真,对所设计积液处理方案的有效性进行了评估。指出在集气管道间增设分离装置可以明显降低集气管道中的积液量和延长管道积液发展直至稳定的持续时间,为减小管道清管频次以及优化末端处理装置容积提供参考;在同等输量以及管道末端压力约束不变条件下,管间增设分离装置可以有效降低管道起点的动力需求,有利于整体工艺流程的节能降耗。     

深厚软基区海堤填筑下穿对既有桥梁桩基的影响

选取某深厚软土区海堤填筑下穿含匝道高速公路桥的复杂工程为研究案例,以精细化三维有限差分数值模拟为研究手段,分析采用工程加固措施后,大面积填筑对既有端承型桥梁桩基的影响程度及机理,研究结果表明：1、通过CAD+CAE的动态设计优化,确定了钻孔灌注桩+框架梁+高压旋喷法的加固方案,其框架结构具有较好的整体刚度和协同受力特性,高压旋喷处则在上部软土层形成硬壳,可减小固结变形量;2、附加荷载在框架梁中充分形成压力拱,在横桥向可显著降低其对桥梁的挤压作用,有效控制两侧匝道下桩基的附加水平位移,在沿桥向则将大面积堆载转化为灌注桩和框架梁内力,避免桥梁桩基产生过大附加弯矩,计算表明工后桩顶水平位移最大值4.38mm,基桩最大压应力增量小于0.9MPa,均能较好满足控制要求;3、钻孔灌注桩+框架连系梁整体结构的有效性还体现在其可对桥桩产生类似套管的隔离保护,配合分层对称填筑工艺,可降低桥桩-桩周土相对变形,对控制基桩轴力的增加也有显著作用。综上：采用精细化数值模拟手段可有效克服相关行业规范在评价复杂桩-土相互作用时的局限性,可为研究工程方案的适用性及效果评价提供必要的技术支撑。     

Energy-based insight into characterization of shakedown behavior of fully weathered red mudstone

Weathered Red mudstone is widely distributed in Sichuan basin. The compacted weathered red mudstone has been used as subgrade fill materials of high-speed railway in southwestern of China. Dynamic responses of such materials under cyclic loading are critical to long-term stability of subgrade. Shakedown concept is widely employed in characterizing the permanent deformation behavior of soils. According to the evolution of axial strain (Werkmeister’s theory) or unit dissipated energy (Tao’s theory) with loading cycles, the behavior of unbound granular materials can be classified into three categories: plastic shakedown, plastic creep and incremental collapse. However, both theories are more suitable for the unbound granular materials with some limitations when used to separate the plastic creep and incremental collapse behavior. To overcome the limitations of the current theories, 26 cyclic triaxial tests were conducted on a saturated fully weathered red mudstone (SFWRM) to study the evolution of axial strain and unit dissipated energy during cyclic loading. A clear dependency of axial strain, axial strain rate on the unit dissipated energy level under various cyclic stress states were observed. A new criterion which is based on the responses of unit dissipated energy with cyclic stress ratio, was proposed to determine the limit between plastic creep and incremental collapse. Comparing with Werkmeister’s criterion and Tao’s criterion, the proposed criterion showed a better performance in identifying the incremental collapse behavior of the SFWRM.     

Incorporating installation effects into the probability analysis of controlled modulus columns

This technical report presents the probabilistic analysis which integrates the Monte Carlo simulation (MCS) with random field theory to model the load–displacement behavior of Controlled Modulus Columns (CMCs) in overconsolidated Poznań clay. Presented study focuses on the practical aspects of statistical analysis of geotechnical data, numerical model development, and results evaluation. Variability and spatial distribution of geotechnical parameters are based directly on field and lab testing. The inherent variability of soil parameters obtained from geotechnical investigation at the site is similar to the values reported in worldwide datasets for clays. The extensive discussion about incorporation of installation effects into numerical modelling is made. It was found that proper incorporation of installation effects is governed by correct estimation of initial stress level and interface shear strength parameters. The Anisotropic Undrained Shear Strength (AUS) model which captures nonlinear behavior and anisotropy of soil (Krabbenhøft et al., 2019) is a good choice to model overconsolidated clay in intact and interface zones. The application of total stress approach, the AUS model, installation effects, and natural (inherent) variability of soil and interface parameters is sufficient to explain differences in CMC load – displacement behavior observed in the field.     

In-situ horizontal cyclic loading tests on composite foundation composed of soilbags and piles

The authors have been developing a new composite foundation composed of piles and soilbags. The foundation is characterized by the laying of soilbags between the pile heads and the footing on which a superstructure stands. The expected effect of the foundation is to cut off the fixed connection between the piles and the footing in order to reduce the bending moment of the piles and the response acceleration of the structure. In this study, in-situ horizontal cyclic loading tests were conducted on the proposed composite foundation with two piles to investigate the seismic response characteristics of the foundation at real scale. It was found from the tests that the horizontal force reached its peak due to the uplift of the footing during horizontal loading, and that larger hysteresis damping was obtained than that of spread foundations due to the hysteresis effect in the shear deformation of the soilbags. As for the sectional force of the piles and the vertical stress inside the soilbags, it was found that the axial force and bending moment of the piles concentrated on the pile on the front side in the loading direction, and that the vertical stresses inside the soilbags concentrated just above the pile head on the front side in the loading direction. Although residual horizontal displacement and settlement occurred due to the cyclic load, little damage to the soilbags was observed.