四川自一里水电站气垫式调压室围岩渗透性评价

结合自一里水电工程气垫式调压室设计厂房区岩体渗透性研究,提出了从定性分析到定量计算与评价,系统刻画岩体渗透性与分区评价,以满足气垫式调压室设计要求的实用方法.该方法以基础地质与水文地质研究为背景,从系统全面的裂隙测量与统计分析中,获取岩体裂隙空间发育规律和裂隙方向、隙宽、迹长、间距和裂隙率等统计特征值,运用裂隙岩体渗透张量理论,得出分布式岩体渗透主值和综合渗透系数;在此基础上,进行岩体渗透性分区与评价.评价得出:花岗岩夹变质砂岩透镜体的厂区岩体渗透性总体随深度变化,受接触带影响局部渗透性呈强弱交替变化;区内裂隙岩体的渗透性分3级,近地表浅层岩体渗透性较强,综合渗透系数为n×100m/d～n×10-1m/d,调压室区为中等～弱渗透性岩体,渗透系数为n×10-2m/d～n×10-4m/d.     

金沙江龙蟠右岸变形体的地震学研究

拟建中的虎跳峡水电站水库蓄水后距虎跳峡上游20 km处的龙蟠右岸变形体是否会突然失稳崩滑为许多人关注.本文在折射波勘探方法获得龙蟠变形体底界形态、埋深、规模的基础上,进一步利用折射波勘探已经采集的炮集记录识别的反射波、面波、折射波等来研究变形体的内部结构和弹性及非弹性参数,获得变形体内部存在纵向横向结构的依据以及面波和折射波衰减系数,进而估算了变形体介质横波和纵波的非弹性性质参数与弹性性质参数的比值分别为0000184和0000144.由此判断水库蓄水后因变形体介质大量孔隙充水,造成孔隙压增加和剪切强度降低,进而导致变形体可能发生稳定非弹性变形或滑动,但稳定变形或滑动是否会演化成突然的非稳定滑动尚缺乏资料的支持.     

环境与工程地球物理的发展趋势

2006年6月在武汉召开了第二届环境与工程地球物理国际会议.会议围绕近年来兴起的近地表探测问题展开,涉及方法原理、仪器采集、资料处理等各个环节,反映出国内外环境与工程探测领域的若干前沿热点和发展动态.结合本次会议,可以看出该学科主要趋势为：应用领域不断扩宽,方法技术灵活多样,重视基础理论研究,开发新型（特种）仪器,通过高精度测量、延时测量、先进的数据处理技术和信息技术等手段改善探测质量.我国对环境与工程地球物理有很大的需要,应根据我国实际情况,吸收国外先进经验,积极开展自主创新.     

瑞雷波技术在工程场地勘探与评价中的应用

瑞雷波法是近年发展起来的一项新兴工程物探方法。因具有速度快、成本低、无需钻孔且分率较高等特点,在工程场地勘探与评价中有广泛用途。基于瑞雷波在弹性介质中的传播理论,阐述了瑞雷波在工程场地勘探与评价中的现场测试技术和室内资料整理方法,并结合工程实例,分析评价瑞雷波技术在工程场地中的勘探与评价效果。结果表明,瑞雷波技术能有效划分工程场地地层和正确评价工程场地类型。     

近40年黄河流域资源环境格局变化分析与地质工作建议

20世纪80年代以来,自然演变与强烈的人类活动叠加,致使黄河流域资源环境格局发生了显著变化,进而影响其开发利用布局,面临诸多资源短缺、环境退化和生态破坏问题,急需从地球系统科学的视角深入研究流域资源环境的格局变化特点,识别重大资源环境问题,提出解决方案,为黄河流域可持续发展提供决策依据.本研究以"山水林田湖草"生命共同...     

Hydrothermal alteration processes in the giant Dahutang tungsten deposit,South China: Implications from litho-geochemistry and mass balance calculation

The giant Dahutang tungsten (W) deposit has a total reserve of more than 1.31 Mt WO₃. Veinlet-disseminated scheelite and vein type wolframite mineralization are developed in this deposit, which are related to Late Mesozoic biotite granite. Four major types of alterations, which include albitization, potassic-alteration, and greisenization, and overprinted silicification developed in contact zone. The mass balance calculate of the four alteration types were used to further understanding of the mineralization process. The fresh porphyritic biotite granite has high Nb, Ta, and W, but low Ca and Sr while the Jiuling granodiorite has high Ca and Sr, but low Nb, Ta, and W concentrations. The altered porphyritic biotite granite indicated that the Nb, Ta, and W were leached out from the fresh porphyritic biotite granite, especially by sodic alteration. The low Ca and Sr contents of the altered Neoproterozoic Jiuling granodiorite indicate that Ca and Sr had been leached out from the fresh granodiorite by the fluid from Mesozoic porphyritic biotite granites. The metal W of the Dahutang deposit was mainly derived from the fluid exsolution from the melt and alteration of W-bearing granites. This study of alteration presents a new hydrothermal circulation model to understand tungsten mineralization in the Dahutang deposit.     

Archean (about 2500 Ma) anatexis in eastern North China Block

Two Neoarchean alkaline feldspar-rich granites sourced from partially melted granulite-facies granodioritic orthogneiss have been here recognised in the eastern part of the North China Block (NCB). These poorly foliated granites have previously been assumed to be Mesozoic in age and never dated, and so their significance has not been recognised until now. The first granite (AG1) is a porphyritic syenogranite with megacrystic K-feldspar, and the second (AG2) is a quartz syenite with perthitic megacryst. Zircons from the granites yield LA-ICP-MS U-Pb ages of 2499 ± 10 Ma (AG1), and 2492 ± 28 Ma (AG2), which are slightly younger than the granodioritic orthogneiss that they intrude with a crystallisation U-Pb age of 2537 ± 34 Ma. The younger granites have higher assays for SiO₂ (71.91% for AG1 and 73.22% for AG2) and K₂O (7.52% for AG1 and 8.37% for AG2), and much lower assays for their other major element than the granodioritic orthogneiss. All of the granodioritic orthogneiss and granite samples have similar trace element patterns, with depletion in Th, U, Nb, and Ti and enrichment in Rb, Ba, K, La, Ce, and P. This indicates that the granites are derived from the orthogneiss as partial melts. Although they exhibit a similar REE pattern, the granites have much lower total REE contents (30.97×10⁻⁶ for AG1, and 25.93×10⁻⁶ for AG2), but pronounced positive Eu anomalies (Eu/Eu* = 8.57 for AG1 and 27.04 for AG2). The granodioritic orthogneiss has an initial ⁸⁷Sr/⁸⁶Sr ratio of 0.70144, εNd(t) value of 3.5, and εHf(t) values ranging from −3.2 to +2.9. The orthogneiss is a product of fractional crystallisation from a dioritic magma, which was derived from a mantle source contaminated by melts derived from a felsic slab. By contrast, the AG1 sample has an initial ⁸⁷Sr/⁸⁶Sr ratio of 0.6926 that is considered too low in value, εNd(t) value of 0.3, and εHf(t) values between +0.57 and +3.82; whereas the AG2 sample has an initial ⁸⁷Sr/⁸⁶Sr ratio of 0.70152, εNd(t) value of 1.3, and εHf(t) values between +0.5 and +14.08. These assays indicate that a Sr-Nd-Hf isotopic disequilibrium exists between the granite and granodioritic orthogneiss. The elevated εHf(t) values of the granites can be explained by the involvement of Hf-bearing minerals, such as orthopyroxene, amphibole, and biotite, in anatectic reactions in the granodioritic orthogneiss. Based on the transitional relationship between the granites and granodioritic orthogneiss and the geochemical characteristics mentioned above, it is concluded that the granites are the product of rapid partial-melting of the granodioritic orthogneiss after granulite-facies metamorphism, and their crystallisation age of about 2500 Ma provides the minimum age of the metamorphism. This about 2500 Ma tectonic-metamorphic event in NCB is similar to the other cratons in India, Antarctica, northern and southern Australia, indicating a possible connection between these cratons during the Neoarchean.     

城市与工程测量EDM导线技术标准的分析

基于导线测量误差理论与电磁测距(EDM)导线的特性,分析讨论了城市与工程测量EDM导线的各项技术参数,提出了各级EDM导线技术标准的建议,通过计算验证所给出的这些技术指标是合理可靠的。     

印度洋海啸灾害特点及其对工程防御的启示

印度洋海啸现场调查表明,海啸灾害不同于地震和洪水灾害。海啸通过高水位淹没、浪涌冲击对海边地势低平地区的房屋、道路、桥梁、机场、给排水、供电、通讯等设施以及车辆、船只造成严重破坏。海啸上岸后,由于巨大的冲力,将夹带一些破损建筑产生的固体漂浮物一同前进,破坏力更强。由于淹没、浪涌、冲毁建筑物压埋以及漂浮物冲击等综合作用,造成人员死亡率极高,所过之处,财产皆空。抗御海啸灾害的工程措施主要包括:合理规划(避让、削弱、分流、阻挡)和科学设计(潜在海啸灾害等级划分、结构性态决策、海啸荷载确定、抗海啸分析、构造设计)。     

日本海岸工程研究进展——第52回日本海岸工学讲演会介绍

介绍了日本第52回海岸工学讲演会的概况,从海岸灾害、海岸生态环境、波浪与水流、海岸泥沙运动与地形变化、海岸建筑物等5个方面综述了日本海岸工程研究的进展情况。