A value chain approach to crisis response system: the case of Qingdao

In this paper, we introduce a value chain approach, on the view of the value chain analytic in business management, to be the framework of a crisis response system serving for crisis management strategy in identifying risk sources, responding to unexpected events, and recovering from a shock. This system is not only a computer system but also a system of governmental emergency response mechanism and it is tremendous and complex. The system integrates and coordinates the correlative resources of emergency response units of the city. We consider the efficiency of the system. In addition, the run cost of the system also is taken into account. Based on this framework, the Qingdao’s practical situation is analyzed. As a result, a design proposal of the Qingdao’s crisis response system is put forward.     

Liquefaction macrophenomena in the great Wenchuan earthquake

On May 12, 2008 at 14:28, a catastrophic magnitude M 8.0 earthquake struck the Sichuan Province of China.The epicenter was located at Wenchuan (31.00°N, 103.40°E). Liquefaction macrophenomena and corresponding destruction was observed throughout a vast area of 500 km long and 200 km wide following the earthquake. This paper illustrates the geographic distribution of the liquefaction and the relationship between liquefaction behavior and seismic intensity, and summarizes the liquefaction macrophenomena, including sandboils and waterspouts, ground subsidence, ground fissures etc., and relevant liquefaction features. A brief summary of the structural damage caused by liquefaction is presented and discussed. Based on comparisons with liquefaction phenomena observed in the 1976 Tangshan and 1975 Haicheng earthquakes, preliminary analyses were performed, which revealed some new features of liquefaction behavior and associated issues arising from this event. The site investigation indicated that the spatial non-uniformity of liquefaction distribution was obvious and most of the liquefied sites were located in regions of seismic intensity Ⅷ. However, liquefaction phenomena at ten different sites in regions of seismic intensity Ⅵ were also observed for the first time in China mainland. Sandboils and waterspouts ranged from centimeters to tens of meters, with most between 1 m to 3 m. Dramatically high water/sand ejections,e.g., more than 10 m, were observed at four different sites. The sand ejections included silty sand, fine sand, medium sand,course sand and gravel, but the ejected sand amount was less than that in the 1976 Tangshan earthquake. Possible liquefaction of natural gravel soils was observed for the first time in China mainland.     

土钉支护结构优化设计的有限元分析

考虑土钉-土体的相互作用,建立三维有限元模型,分析计算土钉支护结构的内力和位移,提出了变形控制和应力控制相结合的优化设计方法。采用遗传算法,以应力和位移为约束条件,以工程造价为目标函数,建立了土钉支护结构的优化设计数学模型,并编制了相应的计算程序,通过算例分析,并基于规范法的优化设计结果相比较,得出本文的设计方法更为合理的参考结论。     

米箭沟尾矿坝加高方案渗流场数值分析

米箭沟尾矿坝为了进行加高设计而进行了尾矿库区的地质钻孔勘探。基于实际钻孔勘探成果的最佳反演分析各分区-尾矿砂、风化岩体和初期坝堆石体的模型渗透参数和加高设计方案,采用三维有限元数值计算方法,应用自主开发的3D-Seepage-Stress程序进行了该尾矿坝加高后渗流场数值分析,得出渗流场各要素分布图。可以看出,在此加高方案下,尾矿坝库区浸润线和溢出点都很高,不利于尾矿坝的稳定安全和运行管理。为此提出了在加高方案设计中加强排渗设施设计的初步方案与建议。     

岩溶水作用下填石路基稳定性模型试验研究

以广西水南高速为工程依托点,通过大型岩溶塌陷物理模型试验室,针对岩溶区填石路基中不同岩溶形态的处置方式,模拟研究岩溶水对填石路基的稳定性问题。试验中,重点研究了四种结构: 填石级配型、(片石+ 级配碎石+ 土工布+填石)型、反滤层型、(土+ 填石)型,它们分别对应岩溶水对填石路基侵蚀问题及填石路基的稳定性问题,漏斗、落水洞的处理及土工布防止细粒土流失引起路基变形问题,溶洞填充物的流失问题,岩溶水对粘土路基潜蚀问题及石牙地基的处理。试验结果表明,地下水位变化的瞬时速度对填石路基的稳定性具有重要意义,不同的处置方法在抵抗地下水冲刷方面有显著区别。      

徐州市市区岩土体工程地质特征研究

徐州市区岩体可分碎屑岩(碎屑硬质岩、碎屑软质岩)及碳酸盐岩(碳酸盐岩碎屑岩硬质与软质岩互层、碳酸盐岩硬质岩)。土体可分为砂土类、粉土类和粘性土(新粘性土、老粘性土)。根据各类土体物理力学性质的分析可知,基岩和老粘土一般可作为高层建筑持力层。一般砂土、粉粘土、粉土等可作一般建筑物地基。对易液化的砂性土、淤泥质软土则需做一定的地基处理。     

松辽盆地新站地区嫩江组三段孢粉-藻类组合及其环境

依据松辽盆地西南部新站地区嫩江组三段孢粉和藻类化石百分含量纵向变化特征,自下而上划分7个能识别水体盐度变化的孢粉和藻类组合：Cyathidites Pinuspollenites Dinogymniopsis组合,指示缩小的微咸水湖相沉积环境;Dinogymniopsis Leiosphaeridia Pinuspollenites组合,代表水域扩大的微咸水湖相沉积环境;Cicatricosisporites Pinuspollenites Botryococcus组合,代表水域缩小的淡水-微咸水湖相沉积环境;Dinogymniopsis Chlamydophorella Taxodiaceaepollenites组合,反映淡水与微咸水频繁交互变化的浅湖相沉积环境;Cicatricosisporites Pinuspollenites Pediastrum组合,代表水域缩小的淡水湖相沉积环境;Nenjiangella Balmula Cyathidites组合,代表水域范围较大的淡水湖相沉积环境;Cyathidites Trilobosporites Botryococcus组合,指示水域缩小的微咸水湖相沉积环境。     

壳聚糖抑菌性能研究进展

壳聚糖又名甲壳胺,是甲壳素脱乙酰的产物,学名为1,4-2-氨基2-脱氧-β-D葡萄糖。壳聚糖来源于甲壳动物和昆虫的外骨骼,在地球上含量及为丰富。作为一种天然的多阳离子化合物,由于其具有良好的生物降解性、生物相溶性、无毒性和广谱抗菌性等特点,近年来越来越受到人们的重视,尤其在壳聚糖的抑菌方面,关于壳聚糖的抑菌机理抑菌效果和构效关系等方面都进行了大量的研究,由于壳聚糖的水溶性较差,限制了它的应用范围,根据这一特点,人们开始致力于其水溶性衍生物的开发和抑菌方面的研究与应用,取得了不少新的研究进展,为壳聚糖在抗菌方面的应用提供了大量的基础理论。作者就以上几个方面的问题进行了综述。     

臼齿碳酸盐岩成因探讨——以吉林-辽宁地区新元古界为例

臼齿(Molar Tooth)碳酸盐岩问题已经研究了100多年,许多学者都对它的成因提出了不同的假设,但始终未能取得共识。文中作者列举了现有各种臼齿碳酸盐岩的成因假说,指出了这些成因假说中存在的种种问题和矛盾,并提出了臼齿碳酸盐岩生物成因的可能性。从元古代生物演化的规律说明臼齿碳酸盐岩形成、繁盛及衰退的时期与地球上真核生物的出现和繁盛及后生动物出现的界线相一致;从臼齿碳酸盐岩形成的构造背景、气候条件和沉积环境、结构构造特征、化学组成（特别是黄铁矿的形态和SnO2的富集）、碳、氧同位素的分布规律以及生物标志物的多样性等方面提出了臼齿（微亮晶）碳酸盐岩生物成因可能性的证据;还特别指出元古代叠层石的生长和繁盛与臼齿碳酸盐的岩发育呈负相关关系。 同时也阐述了生物成因解释遇到的困难,并指出今后应大力开展臼齿碳酸盐岩形成的沉积环境与岩相,特别是早期成岩作用和相关地球化学特征研究。从元古代古海洋化学性质的变化着手研究将成为揭示臼齿碳酸盐岩成因的根本手段。     

湘黔交界娄山关组层序地层学研究

传统上认为湘黔交界处的中寒武统一下向陶统娄山关组为均一性极强的厚层白云岩,可分性极差。但笔者新近研究发现,其顶、底均为古岩溶不整合面,并有大量颗粒（鲕、豆、核形石）白支岩和藻纹层白云岩夹层,还有许多鸟眼构造、叠层石横行、交错层帐蓬构造存在。据其重向组合规律,将娄山关组分为三段。认为娄山关组由７个三级层序组成,层序界面为古岩溶不整合面或暴露带,每个序都由海进体系域和高水位体系域构成。