清江水布垭库区南潭村滑坡特征及其稳定性     

李逵  吴吉民 《中国地质灾害与防治学报》2011,22(3):16-20

南潭村滑坡位于湖北巴东县水布垭镇南潭村,是发育于原斜坡表层及部分浅层风化基岩中的沿岩土接触面或软弱结构面发生滑移的岩土混合质滑坡。本文结合南潭村滑坡的地质环境资料和现场勘察结果,介绍了滑坡的形态特征、结构特征和变形特征,从地质条件、降雨和人类工程活动等三个方面分析了滑坡的形成原因和影响因素,并采用剩余推力法对滑坡的稳定性进行了定量计算。通过对滑坡进行综合评价,提出了排水系统、减载反压、改变种植方式和变形监测等综合防治建议,为滑坡灾害的研究和治理提供借鉴。  相似文献   

降雨作用下山区边坡稳定性分析     

李德心  何思明  李军歌  朱兴华  黄江成 《中国地质灾害与防治学报》2011,22(1):7-10

降雨是诱发边坡失稳破坏的主要原因,本文以坡地水文模型为基础,结合无限边坡稳定计算模型,研究降雨条件下边坡启动的临界降雨条件。通过工程算例表明:降雨量与边坡体稳定系数成反比;滑坡启动的临界降雨量随边坡坡度的增大而减少;随边坡土体内摩擦角的增加而逐渐增加,此分析对降雨型滑坡的研究有借鉴性的意义。  相似文献   

瓦屋山水电站厂房区红层岩体古滑坡稳定性研究     

王子忠  许模  杨绍平 《工程地质学报》2011,19(2):213-218

红层岩体以其岩体结构的软硬相间及软弱夹层发育而在边坡稳定方面表现为"易滑地层".瓦屋山水电站厂房区边坡为顺向坡,砂岩类岩石与黏土岩类岩石呈缓倾、互层状(倾角10°～20°)产出.构造与表生改造作用下,在这两类软硬相间的岩石界面上常形成分布较为连续的软弱夹层,这类岩体较易沿软弱夹层产生顺层滑动.地质历史时期,瓦屋山厂房区...  相似文献   

四川马尔康日部地区地貌及地质特征对工程选址的影响     

蒋坤  王健 《四川地质学报》2011,31(2):145-148

工程区周边地貌特征不但是判识新构造运动的重要标志,而且对河谷发育及区域稳定性评价是十分重要的.对拟建的大渡河巴拉水电站的河谷阶地以及水电站的上、中、下坝区域内的现存地貌和第四系进行了详细的调查,从研究当地地貌和河谷地貌特征、河流阶地及第四系河床沉积物入手,分析当地地质作用发育史及其主要影响因素.  相似文献   

四川达县杨柳垭滑坡特征与稳定性分析     

陈照雄 《四川地质学报》2011,31(1):74-80

达县杨柳垭滑坡直接威胁到杨柳垭变电站的安全运行和云内华川厂职工生命财产安全,并将严重影响数个乡镇近百万人及工矿企业的正常供电,直接经济损失将达到数亿元.因此,尽快开展此处地质灾害勘查与治理工作十分必要.勘查采用了工程地质测绘、钻探、坑槽探及室内试验等手段,查明了滑坡形成机制、变形特征等,进行了稳定性和推力计算,满足了施...  相似文献   

蓬莱阁丹崖山安全监测与分析     

刘兆成  杨颖  孙涛  李登秀 《山东地质》2011,(10):39-42

丹崖山边坡稳定性是关系古文物蓬莱阁安全的关键问题。丹崖山边坡高差大、断层裂隙发育、岩体卸荷深度大,地质条件十分复杂,边坡在施工期和运行期的稳定性问题特别突出。该文介绍了丹崖山岩体加固后的监测布置,并对岩体表面变形趋势、空间分布形态、加固后变形趋势进行分析,通过对多点位移计、锚杆测力计、锚索测力计、表面裂缝计及地表变形等监测结果进行综合分析,得到边坡岩体的变形规律。  相似文献   

Determination of discharge coefficients for a cross-flooding duct     

Mikael Stening  Juha Järvelä  Pekka Ruponen  Risto Jalonen 《Ocean Engineering》2011,38(4):570-578

Cross-flooding ducts are used to equalize asymmetric flooding and, thus, to decrease the heel angle of a ship in an emergency. The present design guidelines for cross-flooding arrangements involve uncertainties associated with the effect of variable structural factors. In this study, scale model experiments were carried out to determine discharge coefficients of a typical cross-duct, with a focus on the effect of structural components such as the girders, stiffeners, and web frame. Flow conditions and configuration of the components were varied in the experiments. The structural stiffeners in the cross-duct were found to notably increase the discharge coefficient whereas the effects of the web frame and the inclination of the duct at an angle of 7° were negligible. The experimentally obtained discharge coefficient values for the cross-duct were considerably lower than the corresponding values computed according to the generally used guidelines of the IMO Resolution MSC.245(83). This indicates that the geometrical properties of the girders in the cross-ducts need to be properly addressed to avoid overestimating the discharge coefficients. Overall, the experimental results formed an indispensable dataset for the validation and further development of CFD approaches.  相似文献   

Heat flow pattern, base of methane hydrates stability zones and BSRs in Shenhu Area, northern South China Sea   总被引：2，自引：2，他引：0  

ZHANG Yi  HE Lijuan  WANG Jiyang  XU Xing  SHA Zhibing  GONG Yuehu  WANG Hongbing  LIANG Jinqiang 《海洋学报(英文版)》2011,30(1):59-67

Using the collected 433 heat flow values, we estimated the bases of methane hydrate stability zone (BHSZ), in northern South China Sea (NSCS). Through comparing BHSZs with the depths of bottom simulating reflectors (BSRs), in Shenhu Area (SA), we found that there are big differences between them. In the north of SA, where the water depth is shallow, many slumps developed and the sedimentation rate is high, it appears great negative difference (as large as -192%). However, to the southeast of SA, where the water depth is deeper, sedimentation rate is relatively low and uplift basement topography exists, it changes to positive difference (as large as +45%). The differences change so great, which haven’t been observed in other places of the world. After considering the errors from the process of heat flow measurement, the BSR depth, the relationship of thermal conductivity with the sediments depth, and the fluid flow activities, we conclude that the difference should be not caused by these errors. Such big disagreement may be due to the misunderstanding of BSR. The deviant “BSRs” could represent the paleo-BSRs or just gas-bearing sediment layers, such as unconformities or the specific strata where have different permeability, which are not hydraterelated BSRs.  相似文献   

深海沉积物宏基因组文库中产蛋白酶克隆CAPRO2的筛选及酶学性质分析     

徐辉  赵晶  曾润颖 《台湾海峡》2011,30(4):522-527

利用选择性筛选培养基从所构建的深海沉积物宏基因组文库中筛选得到一株产蛋白酶的克隆（CAPR0002）,对其进行了酶学性质分析．结果表明该酶的最适作用温度为65cc,最适作用pH值为9．0．该蛋白酶具有较好的热稳定性,在40cC以下的温度中可长期保持稳定,在50℃中处理6h后仍能保持60％的活力,在60℃下保温30rain后仍能保持约60％的活力．Ca^2＋、Mg^2＋、sr^2＋、co^2＋对该蛋白酶有明显的促进作用,而且ca^2＋的存在可明显提高该蛋白酶的热稳定性,ca^2＋、sr^2＋、c0^2＋这3种离子均在3．0mmol／dm^3。浓度时具有最高的促进作用,当浓度高于3．0mmol／dm’时,这3种离子对酶活力的促进作用减弱．Hg^2＋、Fe^2＋、cu¨对酶有明显的抑制作用．CAPR02蛋白酶在pH值为7。5～9．5时活力较高,pH值为7。5时可保持约80％的活力,pH值为9．5时保持60％的活力,而在pH值高于9．5的条件下酶活力下降较快,pH值为10．0时活力降为约15％,表明CAPR02属于碱性蛋白酶．丝氨酸蛋白酶抑制剂PMSF、E一64和AEBSF对CAPR02蛋白酶均无抑制作用,显示该酶不属于丝氨酸蛋白酶,而EDTA对酶有明显的抑制作用,表明该酶属于金属蛋白酶．  相似文献   

浙江宁波穿山水道的海底稳定性评价     

李金铎  刘阿成  谷颖 《海洋湖沼通报》2011,(2)

在测深、钻探、室内测试、水文泥沙测验等勘测资料基础上,详细分析宁波穿山水道海域水文气象、工程地质、地震活动性、浅层气、滑坡、沙土液化、岸坡和冲刷槽冲淤动态等因素,这些分析结果表明穿山水道海底稳定,海岸和海洋工程环境适宜.  相似文献