浅论人工挖孔桩施工监理

人工挖孔桩因其施工方便、节省造价、保证质量而在公路、建筑中得到广泛应用。该通过对人工挖孔桩施工监理的论述，说明了施工过程中监理工作内容及注意事项，为人工挖孔桩施工监理提供了有效的控制措施。     

浅埋隧道洞口段施工技术

隧道洞口段是隧道施工的薄弱环节,为保证进洞安全,采用地表砂浆锚杆加固拱顶岩体;采用钢拱架、超前锚杆、超前小导管、钢筋网、喷射混凝土联合支护加固洞口岩体;采用控制爆破手段降低对围岩扰动,利用围岩量测技术指导施工。保证了洞口浅埋段的施工安全。     

神经营养因子-3对大鼠胃肠肌电活动的影响

目的　探讨进行人重组神经营养因子 3(rh NT 3)对大鼠胃肠动力及消化间期移行性复合肌电 (MMC)的影响。方法　在大鼠的胃窦、十二指肠、空肠及结肠处手术埋植银丝电极 5～ 7d后 ,在清醒空腹状态下通过尾静脉注射2 0 μg·kg- 1 的rh NT 3或安慰剂 ,对照分析注射前后各 2h大鼠的胃肠肌电活动变化。结果　rh NT 3对胃窦及小肠处的肌电活动有增强效应 (P <0 .0 5 ) ,但对其MMCs周期无显著影响 ;在横结肠 ,rh NT 3不但可显著增强峰电的频率、振幅及延长峰电周期 ,而且可以使MMCs周期延长 [(2 5± 11)minvs.(19± 6 )min ,P <0 .0 5 ) ];在远端结肠处 ,rh NT 3打断MMC模式 ,引起类似MMCⅢ相的连续的峰电活动 ,持续约 (48± 6 )min。结论　外源性的rh NT 3对大鼠的胃肠肌电活动具有加强作用     

Axi-symmetric active earth pressure for layered backfills obtained by the slip line method

The axi-symmetric active earth pressure for layered backfills was investigated using the slip line method. Due to different soil properties, the interfaces of the soil layers were considered as discontinuity surface. Accordingly, the change of the major principal direction was obtained and a new computation scheme was proposed to deal with the discontinuity in the calculation, finally the slip line method was extended to layered backfills. Results indicate that, the major principal direction, as well as the earth pressure, has a finite jump on passing the soil interfaces. The magnitude of the jump depends on the soil properties mainly. Generally, the active earth pressure when a strong layer is overlying a weak layer is much larger than that when the weak layer is lying on the strong layer. The present solution can be reduced to plane strain case and it has been compared with Rankine's and Coulomb's results, and a good agreement is observed.     

标准遗传算法的研究进展

讨论了标准遗传算法在解决各种复杂问题时存在的缺陷,总结了相应的解决方案,并阐述了这些方案的实现原理,最后简单介绍了几种改进的遗传算法。     

SOLUTION OF MULTIPLE CURVED RIGID LINE AND ANTIPLANE CIRCULAR INCLUSION PROBLEM BY WEAKLY SINGULAR INTEGRAL EQUATION

IntroductionMany investigators have investigated rigid lineinclusion and elastic inclusion problem.Early inthe 60 s,there were investigations aboutthe ex-perimental respects[1,2 ] and theoretical re-spects[3,4] of the inclusion problem . Wang etal[5 ]discussed the elastic stress field near the rigidline tips carefully.They put forward three frac-ture models of rigid lines corresponding to thethree fracture models of cracks and they pro-posed to use stress singularity coefficient( SSC)to desc…     

高速公路治超检测系统分析与设计

高速公路普遍存在超载超限现象,在总结使用便携式移动检测称重设备存在问题的基础上,提出了采用高速公路计重收费固定秤台的动态称重系统的方法,对系统的硬件和软件进行了分析与概要设计,最后给出了系统的工作流程图,通过该流程可有效遏制超载超限现象。     

肇庆海事:敬业护航 惠企利民

正2017年,肇庆海事局以"三化"建设为引领,紧紧围绕广东海事局八项工作任务,着力抓好"两个安全"和"三大战役",扎实做好"六个推进",维护了辖区安全形势的持续稳定。全力以赴打好广东海事局"三大战役"2017年广东海事局全面打响"三大战役"("平安西江"建设、安全大巡察、防治船碰桥)。肇庆海事局严格按照广东海事局部署,全面推动"三大战役"的贯彻落实。一年来,肇庆海事局积极开展"平安西江"建设。8月8日"平安西江"启动仪式在肇庆顺利进行,西江沿江6地市政府、省相关政府职能部门     

基于引力搜索算法参数优化的改进PCNN遥感图像分割

为了提高遥感图像目标分割的精度,提出了一种基于引力搜索算法参数优化的改进脉冲耦合神经网络(pulse coupled neural network,PCNN)遥感图像分割算法.首先对经典PCNN模型进行改进,重新描述神经元之间的激励和抑制关系,改进连接输入项和动态阈值.然后利用新颖的PCNN模型对输入图像进行点火处理,并从其输出结果中提取图像熵和能量的比值作为引力搜索算法的适应度函数,且将熵的变化值作为引力搜索算法的收敛依据,利用引力搜索算法的全局搜索能力寻找PCNN模型中影响分割效果的关键参数的最优值.最终通过Matlab仿真,将该方法与OTSU方法、最大熵直方图分割算法和PCNN分割方法进行对比,结果证明文中方法具有较好的分割效果,更适用于遥感图像的分割.     

Numerical analysis of the soil compaction degree under multi-location tamping

Dynamic compaction (DC) is an efficient soil improvement technique. The previous numerical studies mainly focus on the soil response of single location tamping, but ignore the soil compaction degree under multilocation tamping. In this study, a numerical investigation of multi-location tamping in granular soils is carried out using three-dimensional (3D) finite element model (FEM). The behaviors of the granular soils are described by means of the viscoplastic cap model. The constitutive relationship of the soils is implemented into LS-DYNA and is integrated with 3D FEM for numerical investigation. Then utilizing the field data from the previous studies, we investigate the soil compaction degree at different stages by a case of two basic patterns, and discuss the cause of soil response. Lastly, we evaluate the effect of construction parameters on soil compaction. The simulation results show that the previous tamping affects the soil compaction degree beneath the adjacent tamping location, and the effect is greater near the side of previous location. Meanwhile, the soil compaction degree around the existing tamping crater weakens due to the adjacent tamping. Moreover, the rational selection of DC construction parameters can improve the soil compaction degree, and some hints on the effect of soil compaction are given.