应用Netfilter／iptables构建甘肃地震信息网络安全防火墙系统

介绍了应用netfilter/iptables技术构建甘肃地震信息网络安全防火墙的技术方案和设计思想。较完整地给出了甘肃地震信息网的防火墙配置脚本,并对每个功能的实现策略作了详尽的解释。客观地分析了netfilter/iptables技术的优点和不足。     

新疆北天山中东段地区震源参数研究

本文首先利用经验格林函数方法证明了新疆北天山中东段地区的震源谱基本满足ω-2 模型。在此基础上 ,通过对S波观测谱中的噪音、仪器、路径、场地等影响的逐一消除 ,得到了研究区 10 5次ML2 5～ 5 7地震的震源谱 ,进而根据Brune的圆盘震源模型计算了地震矩、应力降、震源半径等震源参数。结果表明 ,这些地震的标量地震矩M0 与ML 震级线性相关较好 ,关系为Log10 M0 =1 10ML+ 17 2 0 ;震源半径在 10 0～ 15 0 0m之间 ;应力降介于 1～ 16 0bar之间 ,优势分布于 1～ 10 0bar。地震矩与拐角频率的关系呈现出两段趋势 ,可能表明了研究区震源的多重标度特征 :当M0 小于 4× 10 2 1dyne cm时 (相当于ML4 0地震 ) ,应力降显示出对M0 有依赖关系 ;当M0 大于 4× 10 2 1dyne cm时 ,地震的应力降不依赖于M0 。     

山东省地下水资源变化分析

地下水是山东省重要的水资源，对全省经济社会发展起到举足轻重的作用。20年来，由于水资源的外部环境发生了较大变化，导致地下水资源相应发生了很大变化；同时随着对地下水变化规律的进一步认识，评价方法的不断完善，也可在一定程度上表现出地下水资源的变化。通过对山东省第一、二次地下水资源评价中主要因素及评价成果的对比分析，对山东省地下水资源的变化进行了分析，为山东省地下水的合理开发利用提供依据。     

珠江口盆地白云凹陷新生代构造演化动力学

白云凹陷构造演化史的研究对在白云凹陷开展油气勘探和深水沉积研究具有重要的意义。通过对断裂与沉积结构平面和剖面特点的分析,结合岩浆活动特点,文中提出白云凹陷是一个复式地堑,推测这种结构特点与凹陷下地壳的强烈韧性减薄和颈缩变形有关,表现为热岩石圈的伸展。其发育机制推测与白云凹陷位于构造转换带上有关,特殊的构造位置使白云凹陷成为强烈构造变形区,岩石圈地壳强烈减薄,伴随伸展过程和地幔上涌,脆性地壳或上地幔中部分熔融物质的出现导致岩石圈强度的急剧降低,在区域伸展应力场下以韧性流变方式减薄。岩浆在构造转换带下聚集并发育主岩浆房,由于白云凹陷南北边缘没有发育正断裂系统,岩浆主要沿垂直伸展的方向运移,因此在珠琼运动一幕和二幕南南东向伸展应力作用下,岩浆向白云凹陷的东部和西部运移至北西向基底深大断裂处,那里由于北西向断裂表现为左行张剪性质而成为压力较低的地区,从而成为岩浆上涌和侵位的地方。在岩浆聚集的地区,活动岩浆体附近的脆性变形被分散的韧性变形所取代,因此在凹陷的东北和西南两个角上,发育了张性和张剪性小断裂群,由于热岩石圈弹性较差,白云凹陷长期持续沉降。白云凹陷的断裂活动和沉积演化史还受到南海海盆扩张活动的影响。     

肾安汤联合激素及免疫抑制剂治疗狼疮性肾炎30例

目的：探讨肾安汤联合激素及免疫抑制剂治疗狼疮性肾炎（LN）的临床疗效。方法：将60例LN患者采用随机按数字表法随机分为治疗组和对照组，每组各30例。对照组采用口服醋酸泼尼松片和静脉滴注环磷酰胺治疗，治疗组在对照组的基础上加服肾安汤治疗，2组疗程均为6个月。观察比较2组治疗前及治疗后2、4、6个月的SLEDAI评分，24h尿蛋白定量，血尿素氮（BUN)、血清肌酐（SCr）、血沉及免疫相关指标（IgG、C3、C4）情况。结果：总有效率治疗组为96.67%，对照组为76.67%，2组比较，差异有统计学意义（P<0.05）。治疗后治疗组24h尿蛋白定量、BUN和SCr水平均低于对照组，差异有统计学意义（P<0.05）。治疗后2、4、6个月2组SLEDAI评分均逐渐下降（P<0.01），在治疗后4、6个月，治疗组SLEDAI评分低于对照组，差异有统计学意义（P<0.05）。治疗后治疗组血沉及免疫指标IgG均低于对照组（P<0.05）；2组补体C3、C4水平均比治疗前高，治疗后治疗组补体C3、C4水平均高于对照组（P<0.05）。结论：肾安汤联合激素及免疫抑制剂治疗狼疮性肾炎可以有效改善患者的症状，控制病情，减轻不良反应。     

Analytical modeling on consolidation of stiffened deep mixed column-reinforced soft soil under embankment

Stiffened deep mixed (SDM) column is a new ground improvement technique to improve soft soil, which can be used to increase bearing capacity, reduce deformation, and enhance stability of soft soil. This technique has been successfully adopted to support the highway and railway embankments over soft soils in China and other countries. However, there have been limited investigations on its consolidation under embankment loading. This paper developed an analytical solution for the consolidation of embankment over soft soil with SDM column in which core pile is equal to or shorter than outer DM column. The consolidation problem was simplified as a consolidation of composite soil considering the load shear effect of core pile. The developed solution was verified by a comparison with the results computed by three-dimensional (3-D) finite element analysis. A parametric study based on the derived solution was conducted to investigate influence factors—length of core pile, diameter of core pile, diameter of SDM column, modulus of DM column, and permeability coefficient of DM column—on the consolidation behavior of SDM column-supported embankment over soft soil. The developed solution was applied to a case history of SDM column-supported embankment, and a good agreement was found between the predictions and the field measurements.     

侧扫声纳在水下坡脚线位置探测中的精度分析

根据国家海洋局印发的《海籍调查规范》,填海工程用海范围算至填海边坡水下坡脚线。在填海工程竣工验收中,水下坡脚线主要使用侧扫声纳获取。通过对侧扫声纳探测水下坡脚线位置的误差来源进行分析,提出了一系列提高侧扫声纳水下坡脚线位置探测精度的措施,并将其应用到实际工作中,对侧扫声纳水下坡脚线位置探测精度进行了验证。结果表明,侧扫声纳在填海工程水下坡脚线探测中的位置精度满足《海籍调查规范》中水下坡脚线平面位置精度要求。     

Torsional dynamic response of a large‐diameter pipe pile in viscoelastic saturated soil

An analytical solution is developed in this paper to investigate the dynamic response of a large‐diameter end‐bearing pipe pile subjected to torsional loading in viscoelastic saturated soil. The wave propagation in saturated soil and pile are simulated by Biot's two‐phased linear theory and one‐dimensional elastic theory, respectively. The dynamic equilibrium equations of the outer soil, inner soil, and pile are established. The solutions for the outer and inner soils in frequency domain are obtained by Laplace transform technique and the separation of variables method. Then, the dynamic response of the pile is obtained on the basis of the perfect contacts between the pile and the outer soil as well as the inner soil. The results in this paper are compared with that of a solid pile in elastic saturated soil to verify the validity of the solution. Furthermore, the solution in this paper is compared with the classic plane strain solution to verify the solution further and check the accuracy of the plane strain solution. Numerical results are presented to analyze the vibration characteristics and illustrate the effect of the soil parameters and the geometry size of the pile on the complex impedance and velocity admittance of the pile head. Finally, the displacement of the soil at different depth and frequency is analyzed. Copyright © 2014 John Wiley & Sons, Ltd.