广西五圩矿田多金属矿床的成矿特征及物质来源

五圩矿田各多金属矿床均为中—低温热液充填型脉状矿床。研究结果表明，成矿流体是一种低盐度富含ＣＯ＿２的中－低温热液，其物质来源并非单一。其中，热液主要来自动热变质水，有部分岩浆热液掺合；主要成矿元素（Ｐｂ，Ｚｎ，Ｓｂ，Ａｓ等）由赋矿地层提供；硫具混源特征。成矿时存在一个统一热力场，而且成矿作用以“脉动式”充填方式为主，因而，矿田内围绕矿化中心（热源），出现明显的矿床水平分带现象和多阶段矿化特点。     

Long-term erosion on granitic roadcuts based on exposed tree roots

Exposed roots were used to estimate soil and bedrock erosion on the cut slopes of a 45-year-old road constructed in granitic soils of the Idaho Batholith. The original roadcut surface was defined by projecting a straight line from the toe of the cut past the end of the exposed root to the intersection of a straight line projected along the surface of the hillslope. A cross-sectioning technique was then used to determine erosion to the present roadcut surface. A total of 41 exposed root sites were used to estimate erosion on a 1350 m-long section of road. Average erosion was 1·0 and 1·1 cm/year for soil and bedrock respectively. Buttressing by tree roots caused lower erosion rates for soil as compared to bedrock. Both soil and bedrock erosion rates showed statistically significant correlations with the gradients of the original cut slope. The bedrock erosion data provide a reasonable estimate of the disintegration rate of exposed granitic bedrock exhibiting the weathering and fracturing properties common to this area. The road is located in a study watershed where long-term sediment yield data are available. Sediment data from adjacent study watersheds with no roads were compared to sediment data from the roaded watershed to estimate the long-term increase in sediment yield caused by the road. The increase amounts to about 2·4 m³/year. This figure, compared to the average annual on-site road erosion, provides an erosion to sediment delivery ratio of less than 10 per cent. Based on study results, road construction and maintenance practices are suggested for helping reduce roadcut erosion.     

山东济宁组群结构大城市地下水资源评价和应急供水探讨

阐述了济宁组群结构大城市地下水资源量与开发利用现状,指出因开采地下水产生的环境地质问题,根据现有水源地的开采潜力分析,提出河里、双庙、石桥、大南铺-新驿和济宁城区水源地适宜作为应急供水水源,并采用不同方法计算了应急供水总量.当济宁市城区水源地无法供水时,在无新增供水水源的情况下,其它应急水源地的供水保证程度(按2010年规划需水量计算)为60%,可基本满足城市生活供水需求.     

Digital Image Based Approach for Three-Dimensional Mechanical Analysis of Heterogeneous Rocks

Summary This paper presents a digital image based approach for three-dimensional (3-D) numerical simulation and failure analysis of rocks by taking into account the actual 3-D heterogeneity. Digital image techniques are adopted to extract two-dimensional (2-D) material heterogeneity from material surface images. The 2-D image mesostructures are further extrapolated to 3-D cuboid mesostructures by assuming the material surface as a representation of the inner material heterogeneity within a very small depth. The iterative milling and scanning system is set up to generate the 3-D rock mesostructures. A Hong Kong granite specimen is used as an example to demonstrate the procedure of 3-D mesostructure establishment. The mechanical responses and failure process under the conventional Brazilian tensile test condition are examined through numerical analyses. The stress distribution, crack propagation process and failure model of heterogeneous material cases are simulated with a finite difference software. The numerical results indicate that material heterogeneity plays an important role in determining the failure behavior of rocks under external loading.     

Indian Ocean tsunamis: environmental and socio-economic impacts in Langkawi, Malaysia

We report the results of a study of the physical characteristics and socio-economic impacts of the Indian Ocean Tsunami of 26 December 2004 on the tourist island of Langkawi, Malaysia. In comparison with many other locations struck by the tsunami, the immediate physical and socio-economic impacts in Langkawi were relatively minor. A detailed survey of the watermark and ground elevations was undertaken in the worst affected area between Sungei Kuala Teriang and Sungei Kuala Melaka. Here, the tsunami reached a maximum elevation of 4.29 m as it crossed the coast, with a maximum flow depth of 2.0 m and a very consistent run-up elevation relative to mean sea level of 300 ± 10 cm. The tsunami inundated inshore areas for 300 m and penetrated inland along creeks for 500–1000 m. Structural damage to buildings was confined to within 50–150 m of the shoreline where about 10% of the houses were completely destroyed and 60–70% suffered significant structural damage. Damage was particularly severe in areas where there was no engineered coastal protection, but while coastal revetments did provide enhanced protection for houses at the waterfront, the coastline in the study area appeared to be more heavily impacted than elsewhere in Langkawi because wave energy was focused on the area by offshore breakwaters built to protect the Langkawi port and airport. Emergency response after the tsunami was rapid and efficient but would have been improved if the local police station had not been rendered inoperative by the first wave, and if a mechanism had been in place to ensure that informal advance warnings transmitted between Phuket (Thailand), Langkawi and Penang (Malaysia) by tourist operators could have been more widely disseminated.     

对山西应县木塔采用纳米复合纤维加固的建议

山西应县木塔是古人留给我们的稀世珍宝，如何妥善地保护好这一珍贵的遗产，使之在加固时尽量保持原有的风貌，是一项复杂而艰巨的任务。根据长期的研究成果和实际工作的经验，提出了用纳米复合纤维加固应县木塔的建议，介绍了纳米复合纤维材料的特点，分析讨论了加固时的一些具体技术问题。     

Health Risks and Environmental Inequity: A Geographical Analysis of Accidental Releases of Hazardous Materials

This study examines the spatial distribution and impact of nonroutine accidental releases of hazardous materials relative to the demographic composition of residents in nearby communities. First, atmospheric dispersion modeling methods are used to delineate the impact zones of worst‐case accidents in two New York counties over the last ten years. Next, using accidental reports for 1997, GIS and statistical operations are used at the census tract level of the two counties to determine whether these incidents disproportionately affected disadvantaged neighborhoods. The results suggest that the areas of high‐impact from accidental releases of hazardous materials are best characterized by a large proportion of families below the poverty line, Hispanics, and other minorities.     

贵池铜山铜矿床成因探讨

铜山铜矿床矿化类型可划分为层状含铜黄铁矿型，含铜角砾岩型，含铜夕卡岩型和含铜班岩型，控矿因素为地层，岩浆岩及构造，其中层间断裂与接触带构造是主要的容矿构造，铅，硫，氢，氧同位素特征及成矿温度研究表明矿物质和热液主要来源于铜山岩体，矿床成因为层控夕卡岩型铜矿床。     

新型环境矿物材料——堇青石质泡沫陶瓷的研制

以聚氨脂泡沫塑料为前驱体，高岭土、铝土矿和滑石为原料，经配方和工艺设计，制备了以堇青石为主晶相的泡沫陶瓷，制成品密度为0．310－0．447g/cm^3，气孔率为81．7％－87．6％，孔径为0．2－0．5mm,平均抗压强度为0．98MPa。探讨了烧成温度对材料气孔率、抗压强度和吸水率等性能的影响。     

Quantification of salt weathering in porous stones using an experimental continuous partial immersion method

In this study, an experimental salt weathering simulation and porous stone durability classification are proposed. There are many laboratory tests that quantify durability against salt crystallisation weathering action. These are usually based on the total immersion of samples into a saline solution, which is not representative of the salt weathering mechanism. An experimental test based on partial immersion is suggested. This is a comparable study of weight loss and degradation of visual appearance due to salt crystallisation using, on the one hand, a standard durability test (UNE), and, on the other, the proposed durability test. The weight loss and visual appearance in our test is comparable to the degradation of building stone. The differences between weight loss data in both tests depend on the petrophysical properties: porous media and degree of coherence.

From this testing, a new durability classification as a function of dry weight loss in the partial immersion test is proposed. Four divisions of different types of materials can be made in this classification, which quantifies salt weathering action mainly in environments and mild climatic conditions.