东营市城区第四纪松散堆积物工程建筑适宜性评价     

张金兰 《山东地质》2010,(7):17-20

从工程地质角度,以东营城区0～50m的土体为研究对象,分析了土体的工程地质特征,采用专家类聚法,对一般工业民用建筑和高层重型建筑物场地的工程建筑适宜性做出了评价并进行了区域划分,对东营城区将来的工程建设规划具有重要的指导意义。  相似文献   

数量化理论在工程地质领域中的应用综述     

赵建军  龚凌枫  黄润秋 《工程地质学报》2014,22(6):1147-1153

工程地质问题的影响因素多而复杂,兼有定性和定量指标,要精确地进行量化极其困难。数量化理论提供了将定性数据和定量数据进行量化进而建立预测评价模型的方法,为工程地质问题分析提供了便利。本文论述了数量化理论原理及其发展概况,综述了数量化理论在工程地质领域的应用现状,数量化理论在该领域的应用主要集中在影响因素的识别和提取、建立工程地质预测评价模型、地质因素的判别分析、相关性分析等方面。文章根据实际应用中遇到的问题分析了数量化理论的局限性:区域间的迁移性、评价的后验性以及指标选取的科学性,并针对性的提出两种处理方法:(1)对大量样本进行部分细致的工程评价,建立与评价对象符合的模型,利用模型进行快速评价; (2)根据大量不同类别样本建立的不同模型,实际应用时根据实际样本情况,选取针对性的计算模型对地质模型进行评价。最后,本文结合工程地质发展趋势,以及各种方法手段的引入介绍,论述了数量化理论在工程地质领域的应用前景。  相似文献   

花岗岩类土质边坡工程特性及加固方法研究     

熊自英  黄少强  胡厚田 《工程地质学报》2014,22(6):1241-1249

华南、华东南地区具有厚度可达上百米的花岗岩风化残积层。高等级公路、铁路的规模建设在该地区形成了大量的花岗岩类土质高边坡。深入认识该类边坡的工程特性并提出有效的针对性边坡加固方法,对该地区公路、铁路的安全建设和正常运营具有重要意义。为了更有效指导该类边坡的稳定性分析及边坡设计,本文深入调查分析了广东和广西境内4条高等级公路沿线的44处花岗岩类土质边坡特征及其稳定性,认为控制该类边坡稳定性的因素主要有:土体的均匀性、岩脉(墙)及花岗岩球状硬核的分布情况、坡体中保留的结构面是否对坡体稳定性起控制作用。继而依据这些因素把花岗岩类土质边坡划分为岩脉(墙)隔挡型边坡、网状结构型边坡、外倾结构型边坡、浮石型边坡4种类型。深入分析了每种类型边坡的坡体结构特征、稳定特性,针对性地提出了边坡稳定性分析中应重点考虑的因素。认为花岗岩类土质边坡的土质及坡体结构特征,造成了该类边坡开挖临时自稳性较好,但具有较强的开挖卸荷效应和较弱的抗冲刷能力。最后针对每种类型的花岗岩类土质边坡,提出了相应的设计方案建议。基于花岗岩类土质边坡良好的临时自稳性,认为可进行陡开挖强支护设计,同时强调逐级开挖逐级支护、加强坡面防冲刷、边坡护脚及压顶、边坡截排水等设计建议。  相似文献   

“工程测量”实践教学体系的研究与构建     

王安怡  陈昌平  沈璐 《东北测绘》2014,(1):76-78,82

工程测量是港口航道与海岸工程专业技术人员必须掌握的基本技能之一。为解决应用型本科院校工程测量课程的实践教学体系与应用型人才培养目标要求不相适应的问题,从剖析实践教学过程中存在的现实问题出发,结合学校及专业实际情况,以大连海洋大学港口航道与海岸工程专业为例,提出了一套完整的、操作性强、专业特色鲜明的实践教学体系,并取得了一定的教学成果,对于普通高等学校应用型人才的培养具有重要的借鉴意义。  相似文献   

Chemical and physical properties affecting strontium distribution coefficients of surficial-sediment samples at the Idaho National Engineering and Environmental Laboratory, Idaho     

M. J. Liszewski  J. J. Rosentreter  K. E. Miller  R. C. Bartholomay 《Environmental Geology》2000,39(3-4):411-426

 The U.S. Geological Survey and Idaho State University, in cooperation with the U.S. Department of Energy, conducted a study to determine strontium distribution coefficients (K_ds) of surficial sediments at the Idaho National Engineering and Environmental Laboratory (INEEL). Batch experiments using synthesized aqueous solutions were used to determine K_ds, which describe the distribution of a solute between the solution and solid phase, of 20 surficial-sediment samples from the INEEL. The K_ds for the 20 surficial-sediment samples ranged from 36 to 275 ml/g. Many properties of both the synthesized aqueous solutions and sediments used in the experiments also were determined. Solution properties determined were initial and equilibrium concentrations of calcium, magnesium, and strontium, pH and specific conductance, and initial concentrations of potassium and sodium. Sediment properties determined were grain-size distribution, bulk mineralogy, whole-rock major-oxide and strontium and barium concentrations, and Brunauer-Emmett-Teller (BET) surface area. Solution and sediment properties were correlated with strontium K_ds of the 20 surficial sediments using Pearson correlation coefficients. Solution properties with the strongest correlations with strontium K_ds were equilibrium pH and equilibrium calcium concentration correlation coefficients, 0.6598 and –0.6518, respectively. Sediment properties with the strongest correlations with strontium K_ds were manganese oxide (MnO), BET surface area, and the >4.75-mm-grain-size fraction correlation coefficients, 0.7054, 0.7022, and –0.6660, respectively. Effects of solution properties on strontium K_ds were interpreted as being due to competition among similarly charged and sized cations in solution for strontium-sorption sites; effects of sediment properties on strontium K_ds were interpreted as being surface-area related. Multivariate analyses of these solution and sediment properties resulted in r² values of 0.8071 when all five properties were used and 0.8043 when three properties, equilibrium pH, MnO, and BET surface area, were used. Received: 30 November 1998 · Accepted: 16 February 1999  相似文献   

抓住时机,大力推行系统总体设计和软件开发的工程化     

曾维达 《成都信息工程学院学报》1993,(1)

气象部门研制的业务系统应用软件,取得了明显的社会效益及一定的经济效益。但由于注意标准化系统化不够,难以推广移植。而九十年代因更多信息交换的需要,不仅要注意软件开发的工程化,还应注意系统总体设计。在八五课题实施研究的时机,应大力推行系统总体设计和软件开发的工程化。  相似文献   

Potential seismic landslide hazard and engineering effect in the Ya’an-Linzhi section of the Sichuan-Tibet transportation corridor,China     

《China Geology》2023,6(2):228-240

The Sichuan-Tibet transportation corridor is located at the eastern margin of the Qinghai-Tibet Plateau, where the complex topography and geological conditions, developed geo-hazards have severely restricted the planning and construction of major projects. For the long-term prevention and early control of regional seismic landslides, based on analyzing seismic landslide characteristics, the Newmark model was used to carry out the potential seismic landslide hazard assessment with a 50-year beyond probability 10%. The results show that the high seismic landslide hazard is mainly distributed along large active tectonic belts and deep-cut river canyons, and are significantly affected by the active tectonics. The low seismic landslide hazard is mainly distributed in the flat terrain such as the Quaternary basins, broad river valleys, and plateau planation planes. The major east-west linear projects mainly pass through five areas with high seismic landslide hazard: Luding-Kangding section, Yajiang-Xinlong (Yalong river) section, Batang-Baiyu (Jinsha river) section, Basu (Nujiang river) section, and Bomi-Linzhi (eastern Himalaya syntaxis) section. The seismic action of the Bomi-Linzhi section can also induce high-risk geo-hazard chains such as the high-level glacial lake breaks and glacial debris flows. The early prevention of seismic landslides should be strengthened in the areas with high seismic landslide hazard.©2023 China Geology Editorial Office.  相似文献   

声学井下电视在刚果（金）KOLWEZI铜矿矿区中的应用     

方良平 《地下水》2015,(2)

声学井下电视具有不受钻井液限制、图像分辨率高、方位确定准确的特点,特别适合于确定岩石的走向、倾向、倾角、裂隙和破碎软弱发育情况,从而可以更好的统计出岩体的优势结构面,为矿区工程地质边坡稳定性评价提供重要依据。通过介绍声学井下电视的设备及操作过程,软件处理和对 KOLWEZI矿区 GK10号钻孔岩体的井下电视结果进行分析,总结井下电视数据处理方法和实验结果与评价矿区边坡稳定性的重要关系。  相似文献   

坝基软弱结构面工程特性的动态研究方法与应用     

朱雷  王小群  聂德新  黄润秋 《工程地质学报》2015,23(1):52-58

水电工程具有规模大、施工快、地质缺陷不易揭露等特点,特别是对于水电工程的安全运营至关重要的深层抗滑稳定性问题.基于上述原因,本文以金沙江观音岩水电站为例,借助坝基开挖,总结出工程地质条件软弱结构面展布特征动态评价软弱结构面参数动态取值坝基稳定性评价这一套坝基软弱结构面动态评价方法,并以软弱结构面展布特征与参数动态研究为核心,建立起合理的坝基深层抗滑稳定性评价方法.实践表明,该套方法能合理地评价重力坝抗滑稳定性问题,保证水电工程的安全运营.  相似文献   

秦皇岛市青龙县城工程场地动力特征及分区评价     

张骏  杜东菊  卢玉东  汪光辉 《地球科学与环境学报》1994,(3)

工程场地动力分区评价（即地震影响小区划），是在工程场地地震危险性分析的基础上，根据场地岩土动力特征及地形地貌、地质构造条件等对地震动影响的反应程度，从而对不同类型场地的地震效应作出评价．其成果可做为建筑抗震设计、工程加固、震害预测与对策的制定及土地合理利用和总体规划布局的依据．本文以秦皇岛市青龙县城工程场地为例，进行了工程场地动力特征研究与分区评价及震害预测（即工程场地地震影响小区划）。  相似文献