Integrated analysis of a coupled mechanism for the failure processes of pile-reinforced slopes

A series of centrifuge model tests was conducted to investigate the failure mechanism of pile-reinforced slopes under self-weight loading and vertical loading conditions. An integrated analysis method was proposed based on the image-based measurement results of the displacement of the slope in the tests. The failure process of a pile-reinforced slope was quantified based on the measured deformation process over the entire slope, which was shown to depend primarily on the loading conditions. The deformation localisation was discovered in the slope during loading and was effectively described using a newly introduced index, the Diversity Factor of Displacement (DFD). The deformation localisation of the slope developed and caused the progressive formation of the slip surface. At the same time, a local failure at a point on the slip surface resulted in new deformation localisation, and the influence expanded with the centre of the failure point and waned with increasing distance from the failure point. The deformation localisation process and the deformation-failure process of the piles interacted as both cause and effect and developed alternately. The failure mechanism of the pile-reinforced slopes was used to explain the effects of several influencing factors on the bearing capacity of the reinforced slope, such as the pile spacing, pile location, and gradient of the slope.     

锯缘青蟹细菌性传染病的病原菌研究

从宁波市青蟹主要养殖海区5－9月间不同症状的病蟹体分离到6株细菌，S9901，S9902，S9903，S9904，S9905和S9906，经感染试验确定S9902、S9903、S9905和S9906均为病原菌；此4株菌革兰氏染色呈阴性，具1根极生鞭毛，氧化酶反应阳性，发酵葡萄糖，不产气，不发酵肌醇，对0／129试剂敏感，为弧菌属种类；经赖氨酸、精氨酸、乌氨酸脱羧酶、蔗糖、甘露醇发酵、6％氯化钠胨水生长、水杨素、枸橼酸盐利用等试验，根据第二代GYZ－9V系统，分别将其归为辛辛那提弧菌、溶藻弧菌和副溶血弧菌。4株菌对氯霉素、环丙沙星和硫酸庆大霉素等抗菌素表现出强敏感性，对诺氟沙星、磺胺甲异恶唑等中度敏感，而对头咆唑啉钠、呋喃唑酮不敏感；中草药五倍子和五味子煎出液对4株菌均 表现出较强的抑菌性能。     

基于事件的疫情应急时空数据模型

针对疫情应急系统在时空数据逻辑性方面的高要求及已有时空数据模型在该方面的不足,本文以事件产生为触发、事件发展为驱动,进行面向对象的时空数据建模研究:建立了城市疫情应急相关时空数据的概念模型、静态结构模型和时态行为模型;并设计Geodatabase实例和组件模型,实现对时空数据模型的面向对象的组织、管理和操作。通过在眉山市疫情监测应急系统中的成功应用表明,基于事件对多关联复杂空间对象群进行的联动操作,实现了时空数据的逻辑耦合。     

MSCT多平面及曲面重组技术在机械性肠梗阻诊断中的应用

目的:探讨MSCT多平面及曲面重组技术在机械性肠梗阻诊断中价值。方法:36例经手术、结肠镜病理证实或临床明确诊断的肠梗阻患者,行腹部MSCT平扫,扫描后进行回顾性0.6mm到1.0mm薄层重建,图像后处理技术包括MPR、CPR、MIP等,观察扩张积气的肠管、移行区和肠系膜,从而判断梗阻部位、梗阻原因及肠管血运状况。结果:粘连性肠梗阻21例,肠道肿瘤7例,炎症性肠梗阻5例,胆石性肠梗阻1例,肠扭转1例,腹外疝1例。正确诊断率为92.00%(32/36)。结论:横断位图像基础上增加MPR、CPR等MSCT图像重组技术,在明确肠梗阻病因、部位及性质等方面有重要临床价值,可以作为肠梗阻诊断的首选检查方法。     

遥感技术在大狐狸山地区1：50000矿产远景调查中的应用

以内蒙古自治区西部阿拉善盟额济纳旗大狐狸山地区1：5万矿产远景调查为例,论述了遥感技术在1：5万矿产远景调查中的应用和具体工作方法。研究结果表明,在1：5万矿产远景调查中充分利用遥感技术,进行线性构造、环形构造、地质体的信息提取,利用主成分分析法有效提取矿化蚀变信息,在RGMAP数字平台,将工作区的标准影像图与其它数据源进行叠加整合,多轮回遥感地质解译成图,结合地质、物探、化探工作成果,快速有效地指导了地面找矿工作,对合理圈定找矿预测靶区起到了重要作用。     

唐山地震前后京津唐张地区的应力场

作者从断裂力学观点研究了圆盘形纯剪切破裂产生的远场位移,导出了远场位移的解析表达式.用此表达式计算了远场位移脉冲波形及其谱.求得了P波和S波拐角频率F_cα、f_cβ与震源破裂半径的关系式,t_2α和t_2β分别是P波与S波的震源脉冲宽度在震源球上的平均值.V_r是破裂速度,取0.775β,α、β是P波与S波速度.介质吸收的影响,假定在略去路径滞后因子e-（iωr）/c后是最小相移滤波器,应用希尔伯特（Hilbert）变换导出了介质的频率响应公式 式中, r为震源距,c为波速,Q为介质品质因数,ω_m为高频截止频率.它与富特曼（Futterman）公式是不一样的.在考虑了介质吸收影响与仪器频率特性影响后,在频率域中求出了震源尺度2a和地震矩M₀.在时间域中,利用快速傅立叶反变换求出介质和仪器的脉冲响应后与震源脉冲折积,求得了合成地震图,用此图得到了地震图初动半周期T_2P与震源尺度2a或震源脉冲宽度t_2a之间的关系量板.用此量板在时间域中也求得震源尺度2a,与频率域中求得的结果基本一致. 利用从断裂力学观点研究震源破裂过程导出的关系式求出了京津唐张地区的区域剪切应力τ₀,式中η为地震辐射效率,取0.05;v为泊松比,取0.252;μ为刚性模量,取3.3×10¹¹达因/厘米².结果表明,1976年7月28日唐山大震前,唐山-丰南一带应力值最高，达870巴，离开唐山仅100公里左右的昌黎地区的应力就只有200巴左右.唐山大震后，地震破裂带中部的唐山一丰南一带，t₀降至100巴左右，而破裂带两头应力值仍很高，尤其是西南头的宁河一带，达400-500巴.直到11月15日此处发生6.9级强余震后应力值才降到200巴左右.     

Analysis of the organic matter of oil shales by nuclear magnetic resonance

¹³C NMR spectroscopy was applied in the investigation of the structure of the organic matter in oil shales. By using Proton Enhanced Nuclear Induction Spectroscopy, a fair resolution of aliphatic and aromatic carbon signals was achieved. This method provided information on the relative ratio of aliphatic and aromatic carbons within a given set of samples (Aleksinac, Kimmeridge, Colorado, Australian torbanite and Estonian kukersite).     

Proterozoic tectonic evolution and late Svecokarelian plate deformation of the Central Baltic Shield

The continental crust of the Central Baltic Shield evolved by accretion towards the west during the Svecokarelian orogeny 1700–2200 Ma ago. The following features are consistent with a plate tectonic mechanism involving subduction of oceanic crust below an Archean craton in the east: flysch-sediments with serpentinite masses and pillow lavas, linear high-grade metamorphic zones, island-arc type volcanic belts and late tectonic batholiths with porphyry type Cu-Mo deposits.Semi-consolidated new crust was affected by late Svecokarelian deformation (D_n) after 1850 Ma; NNE-trending folds with crenulation cleavage were overprinted on older structures together with associated NW trending ductile transcurrent shear zones that curve the F_n folds into gentle S and Z shapes. The late tectonic batholiths intruded partly at the same time as and partly after the D_n deformation.

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Zusammenfassung Die kontinentale Kruste des zentralen Baltischen Schildes entwickelte sich durch nach Westen gerichtetes Anwachsen während der Svecokarelischen Orogenese vor 1700 bis 2200 Ma. Die folgenden Erscheinungsformen lassen sich mit einem plattentektonischen Mechanismus in Einklang bringen, der Subduktion von ozeanischer Kruste unter einen Archaischen Kraton im Osten einschließt: Flysch-Sedimente mit Serpentinit-Massen und Kissenlaven, lineare hochmetamorphe Zonen, vulkanische Gürtel vom Inselbogen-Typ und spättektonische Batholithe mit porphyrischen Cu-Mo-Lagerstätten.Die halbkonsolidierte neue Kruste wurde durch späte Svecokarelische Deformation (D_n) nach 1850 Ma erfaßt; NNE-orientierte Falten mit Krenulationsschieferung wurden älteren Strukturen aufgeprägt in Verbindung mit NW-streichenden, plastischen Transcurrent-Scherzonen, die die F_n-Falten in sanfte S- und Z-Formen verbiegen. Die spättektonischen Batholithe intrudierten teils während, teils nach der D_n-Deformation.

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Résumé La croûte continentale du Boucher baltique central a évolué par voie d'accrétion vers l'ouest durant l'orogénie svécocarélienne 1700–2200 Ma. Les événements suivants sont en accord avec un mécanisme de tectonique de plaques impliquant la subduction d'une croûte océanique sous un craton archéen à l'est: sédiments flyschoïdes avec masses de serpentinite et de laves en coussins, zones linéaires à haut degré de métamorphisme, ceintures volcaniques du type guirlande d'îles et batholithes tectoniques tardifs avec gisements porphyriques de type Cu-Mo.La nouvelle croûte à semi-consolidée fut affectée par une déformation svécocarélienne tardive (D_n) postérieure à 1850 Ma. Des plis de direction NNE avec clivage de crénulation ont été superposés sur des structures plus anciennes, associés à des zones de cisaillement transcurrentes de direction NW qui ont incurvé les plis F_n suivant des formes en S et Z. Le batholithe tectonique tardif s'est mis en place en partie au même moment que, et en partie après, la déformation D_n.

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, , 1500–2200 . , , : ; ; - . , 1850 ; NNE- , , NW , , F_n S Z. , .

     

动力打桩一维波动方程的改进及其工程应用

对桩的可打入性进行准确的分析和预测是打桩施工的关键环节,同时也关系到整个工程的进度与成败.近年来,在海洋工程和港口工程中都出现了大直径、超长桩,由于这种桩的重量大对桩的可打入性有显著影响,考虑桩身自重和桩周土阻力,对打桩分析的一维应力波动方程进行改进、推导.采用有限差分法求解波动方程,编制计算程序结合实际工程进行打桩分析,分析结果与实测数据吻合较好,表明经改进的动力打桩一维波动方程能很好的预测桩的可打入性及打桩过程中桩身应力分布情况.     

The urbanization process of Bohai Rim in the 1990s by using DMSP/OLS data

This paper firstly derived urban information from Defense Meteorological Satellite Program/Operational Linescan System (DMSP/OLS) data in 1992, 1996 and 1998 with the support of statistical data, and then developed three basic urban models of polygon-urbanization, line-urbanization and point-urbanization in urban agglomerations from viewpoint of spatial analysis. The conclusions are as follows: (1) Urban patch numbers in the Bohai Rim increased from 1659 to 2053 with an annual average increase number of about 66. Meanwhile, the small urban patches accounted for a larger proportion in the region and the patch density increased fast. In addition, the urban barycenter of the region showed a moving trend toward northwest from 1992 to 1998. Urbanization in the Bohai Rim in the 1990s is fast and obvious. (2) Urbanization in the Bohai Rim can be reflected by three basic processes, i.e., the polygon-urbanization around the big cities, the line-urbanization around the transportation lines and the point-urbanization emerging in large areas. Of them, the polygon-urbanization has been in dominance. It is obviously within an effective range of 3-4 km surrounding the urban patches. The line-urbanization and point-urbanization in the region was relatively small, both of which showed an obvious increasing trend.