期刊文献+
共找到19篇文章
< 1 >
每页显示 20 50 100
由工程事故反思论及“生态地质工程学” 被引量:1
1
作者 尚彦军 傅冰骏 +1 位作者 蒋毅 李坤 《工程地质学报》 CSCD 北大核心 2013年第6期819-827,共9页
在全球气候变暖、异常天气频发、全球性自然灾害严重和日益加剧的形势下,我国众多水电、核电等大工程快速上马的同时,也面临着生态环境影响、安全运营风险管理等诸多问题和挑战。这是一个极需深入思考、有待联合攻关解决的重大课题。需... 在全球气候变暖、异常天气频发、全球性自然灾害严重和日益加剧的形势下,我国众多水电、核电等大工程快速上马的同时,也面临着生态环境影响、安全运营风险管理等诸多问题和挑战。这是一个极需深入思考、有待联合攻关解决的重大课题。需要从全国乃至全球角度出发,全方位、多层次、多学科,而不仅局限在某一部门或行业内,进行反复论证,以实现工程—经济—社会—环境—能源和资源复杂巨系统的和谐调控和可持续发展。在对众多地质工程事故及其有关灾害反思基础上,作者认为有必要从全球变化和可持续发展角度,系统总结以往工程失败或事故教训,建立交叉学科"生态地质工程学",推动复杂巨系统的理论研究和工程应用。这样才能超出单纯工程选址安全性和岩土体稳定性评价的狭隘工程安全理念,更好地实现工程建设—生态环境保护—经济可持续发展的长远目标。 展开更多
关键词 水库淤积 高放核废物地质处置 生态地质工程学
下载PDF
地质工程学科近30年学术论文的统计分析 被引量:3
2
作者 吴旻 郑金兴 钱永平 《武夷学院学报》 2015年第3期93-99,共7页
采用文献计量的原理和方法,对1984~2013年我国地质工程学科学术论文发表情况进行统计分析。结果表明,我国地质工程学科学术论文数量呈周期性增长,年均发表论文215篇,平均周期为3.75年;基金论文产出呈周期性波浪式增长,共有5个高峰;地质... 采用文献计量的原理和方法,对1984~2013年我国地质工程学科学术论文发表情况进行统计分析。结果表明,我国地质工程学科学术论文数量呈周期性增长,年均发表论文215篇,平均周期为3.75年;基金论文产出呈周期性波浪式增长,共有5个高峰;地质工程学科论文每年被引频次和被引率均呈逐步增长趋势;《水文地质工程地质》(4.41%)、《工程地质学报》(3.59%)和《西部探矿工程》(2.64%)是地质工程学科论文的主要来源期刊;高被引论文主要来源于中国科学院地质与地球物理研究所、成都理工大学、中国地质大学、中国科学院地质研究所、烟台大学、中国矿业大学等机构。 展开更多
关键词 地质工程学 学术论文 核心作者 基金论文 被引率
下载PDF
地质工程学的学术思维与基本理论 被引量:2
3
作者 薛守义 《岩石力学与工程学报》 EI CAS CSCD 北大核心 1999年第3期357-359,共3页
关键词 地质工程学 思维方式 基本理论
下载PDF
地质工程学专家王家鼎教授
4
作者 张银玲 《西北大学学报(自然科学版)》 CAS CSCD 北大核心 2003年第2期128-128,共1页
关键词 地质工程学专家 王家鼎 地震工程 工程地质 土力学 岩土工程 地质灾害
下载PDF
岩土工程施工中地下水处理与防治措施的设计与实践探讨
5
作者 万耸 《中文科技期刊数据库(文摘版)工程技术》 2024年第8期0028-0031,共4页
在进行岩土工程的土地开发时,有效地调节和监控地下水流动是确保工程顺利进行的必要环节。该文对问题进行了深入剖析,其分析基于坚实的设计和实践经验。通过详尽分析实例和充裕的数据,本篇文章成功打造了一套有效并可操作的地下水处理... 在进行岩土工程的土地开发时,有效地调节和监控地下水流动是确保工程顺利进行的必要环节。该文对问题进行了深入剖析,其分析基于坚实的设计和实践经验。通过详尽分析实例和充裕的数据,本篇文章成功打造了一套有效并可操作的地下水处理及预防计划。这些计划不仅为岩土工程的建设提供了重要指导,同时对于整个行业的工作人员来说,也是一份宝贵的参考资料。分析岩土工程施工中地下水问题的解决及预防手段,能够精确把握工程关键步骤,优化施工效能,降低潜在风险。这对岩土工程的发展极为关键。 展开更多
关键词 地质工程学 地下水管理 风险预防计划 案例分析 发展策略
下载PDF
现代工程地质学的演变与发展 被引量:2
6
作者 靳德武 《华北水利水电学院学报》 2003年第3期38-41,共4页
从工程地质学的历史和研究现状出发,认为现代工程地质学是该学科发展的新阶段,在其演变和发展过程中经历了3次重大飞跃,形成了环境工程地质学、地质工程学、城市工程地质学、非线性工程地质学、工程地质预测学等新的学科分支,从而构建... 从工程地质学的历史和研究现状出发,认为现代工程地质学是该学科发展的新阶段,在其演变和发展过程中经历了3次重大飞跃,形成了环境工程地质学、地质工程学、城市工程地质学、非线性工程地质学、工程地质预测学等新的学科分支,从而构建了现代工程地质学学科体系的基本框架.从科学研究方法论的角度,对以计算机技术为先导的系统分析方法、反馈—控制方法、模型方法等现代工程地质学技术方法体系进行了深入分析.提出了数字工程地质、随机工程地质和环境地质工程等方面的研究将成为现代工程地质学具有前瞻性的研究课题和新的生长点. 展开更多
关键词 工程地质 地质工程学 反馈-控制 数字工程地质 随机工程地质 环境地质工程
下载PDF
浅谈岩土工程中地质灾害的防治技术 被引量:7
7
作者 彭少辉 侯新春 《中国高新技术企业》 2012年第31期108-110,共3页
我国经济的迅猛发展刺激了工程建设及资源开发的开展,但是由于我国的地质环境较差,在经济发展的过程中给环境带来了很大的压力。文章从岩土工程与地质灾害的关系入手,重点论述了我国地质灾害的特征、危害以及地质灾害防治工程的预防措施。
关键词 岩土工程 地质灾害 防治措施 地质工程学 滑坡 泥石流 地面变形 崩塌
下载PDF
岩土工程地质灾害防治技术及防治措施研究 被引量:3
8
作者 麻江涛 《建筑技术开发》 2019年第20期123-124,共2页
近些年来,我国对自然界资源开发力度不断加大,并呈现出逐年递增的发展趋势,这给地质环境带来了压力,地质灾害越来越频繁。阐述了岩土工程地质灾害分类,并针对其产生的原因进行分析,提出相应的防治技术及防治措施,为类似工程提供借鉴。
关键词 岩土工程 地质灾害 防治 地质工程学
下载PDF
对我国地质灾害的分析及防治
9
作者 马晓龙 《中国化工贸易》 2011年第6期7-7,9,共2页
随着经济的快速发展,不合理的开采使得我国的地质环境变得尤为脆弱。地质灾害在我国的频繁发生,提醒着我们应提高对各种灾害的认识以并采取有效的防护措施,为此,本文将从各方面做一些简要的探讨。
关键词 地质灾害 防治措施 地质工程学
下载PDF
气候工程实验或面临“高门槛”
10
《科技创新导报》 2014年第24期1-1,共1页
地质工程学首屈一指的国际公共会议目前正在德国柏林举行,与会者就修补地球大气层展开了讨论。研究人员正在考虑缩紧控制野外实验的倡议,这些实验旨在寻找方法,遏制气候变化。地质工程学方法包括将粒子泵送入大气层,从而使阳光偏转... 地质工程学首屈一指的国际公共会议目前正在德国柏林举行,与会者就修补地球大气层展开了讨论。研究人员正在考虑缩紧控制野外实验的倡议,这些实验旨在寻找方法,遏制气候变化。地质工程学方法包括将粒子泵送入大气层,从而使阳光偏转以及在太空中安装镜子等。 展开更多
关键词 野外实验 气候工程 地质工程学 地球大气层 门槛 研究人员 气候变化 光偏转
下载PDF
土木工程施工技术创新与发展探究
11
作者 王攀 《中文科技期刊数据库(全文版)工程技术》 2021年第11期430-431,共2页
土木工程是我国基建的根本,其所涉及的内容相对较多,比如说地质工程学、力学、材料工程学等,这些都是施工人员所要掌握的专业内容。但是,就目前来看,我国施工单位在对土木工程进行施工技术的应用过程中,面临着不同程度的问题与难题,以... 土木工程是我国基建的根本,其所涉及的内容相对较多,比如说地质工程学、力学、材料工程学等,这些都是施工人员所要掌握的专业内容。但是,就目前来看,我国施工单位在对土木工程进行施工技术的应用过程中,面临着不同程度的问题与难题,以至于整个工程的安全性与整体质量无法得到有效保障。正因如此,本文就当前工程特点加以分析,并对土木工程施工所采用的全新技术进行论述,以此来满足土木工程施工技术的发展策略需要。 展开更多
关键词 土木工程 施工技术 地质工程学
下载PDF
美国犹他大学地学专业的课程设置及产学研情况简介
12
作者 胡建德 刘庆成 裴芳 《中国地质教育》 1998年第4期75-77,共3页
美国犹他大学(University of Utah)是一所以教学和科研为主的高等院校,位于犹他州首府盐湖市。学校占地1500英亩(合9100多市亩),校园一直延伸到落矾山脉的Wasatch丘陵地带。该校培养大学生、研究生,并开展职业教育。
关键词 犹他 地学专业 产学研 课程设置 地质工程学 学时数 地球物理学 理学学士 学士生 犹他州
下载PDF
Geosciences in Central South University:A state-of-the-art review 被引量:3
13
作者 GUO Zhen-wei LAI Jian-qing +9 位作者 ZHANG Ke-neng MAO Xian-cheng WANG Zhi-lin GUO Rong-wen DENG Hao SUN Ping-he ZHANG Shao-he YU Miao CUI Yi-an LIU Jian-xin 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第4期975-996,共22页
In recent decades,colleagues working in the Discipline of Geological Resources and Geological Engineering at Central South University made significant progress in theoretic study and application of geophysics,ore depo... In recent decades,colleagues working in the Discipline of Geological Resources and Geological Engineering at Central South University made significant progress in theoretic study and application of geophysics,ore deposit and shale gas geology,3 D predictive modeling of concealed resources,and geological engineering.In geophysics,world-class progress was achieved in the development,data processing,equipment,and scientific survey of electromagnetic method in onshore and offshore environments and the tectonic evolution of the Tibetan Plateau.Especially,advanced wide-field electromagnetic exploration method and equipment as a highlight technique won the first prize of National Science and Technology Invention of China.In ore geology,progressive and complex characteristics of most nonferrous ore deposits and the geodynamic relationship between crust-mantle reaction and mineralization in south China were revealed.Progressive metallogenic models of certain typical ore deposits were established based on the study of fluid inclusion and geochemistry.According to characteristics of complex metallogenic system of polygenetic ore deposit,key ore-controlling factors were found and summarized.The investigation on unconventional resources advanced China’s shale gas resource evaluation system.In 3 D predictive modelling of metallogenic,a large-scale location prediction model was established for exploration of crisis mines and concealed ore deposits.Our developed 3 D predictive modeling techniques for concealed orebodies were widely used to explore deep mineral resources in China.In geological engineering area,the key technologies for deep drilling into complex formations were developed.Especially the drilling fluid and tools were utilized in the fieldwork.The rock and soil mechanics analysis method and anchor technologies were also established and applied to engineering practice. 展开更多
关键词 GEOPHYSICS GEOLOGY GEOCHEMISTRY geological engineering
下载PDF
Gas emission quantity prediction and drainage technology of steeply inclined and extremely thick coal seams 被引量:4
14
作者 Liu Cheng Li Shugang Yang Shouguo 《International Journal of Mining Science and Technology》 EI CSCD 2018年第3期415-422,共8页
Gas emissions of workfaces in steeply inclined and extremely thick coal seams differ from those under normal geological conditions, which usually feature a high gas concentration and a large emission quantity. This st... Gas emissions of workfaces in steeply inclined and extremely thick coal seams differ from those under normal geological conditions, which usually feature a high gas concentration and a large emission quantity. This study took the Wudong coal mine in Xinjiang province of China as a typical case. The gas occurrence of the coal seam and the pressure-relief range of the surrounding rock(coal) were studied by experiments and numerical simulations. Then, a new method to calculate the gas emission quantity for this special geological condition was provided. Based on the calculated quantity, a further gas drainage plan, as well as the evaluation of it with field drainage data, was finally given. The results are important for engineers to reasonably plan the gas drainage boreholes of steeply inclined and extremely thick coal seams. 展开更多
关键词 Gas occurrence Stress unloading area Gas drainage plan Gas emission quantity Drainage boreholes
下载PDF
A modified Hoek-Brown failure criterion considering the damage to reservoir bank slope rocks under water saturation-dehydration circulation 被引量:4
15
作者 WANG Xin-gang WANG Jia-ding +1 位作者 GU Tian-Feng LIAN Bao-qin 《Journal of Mountain Science》 SCIE CSCD 2017年第4期771-781,共11页
After water is impounded in a reservoir, rock mass in the hydro-fluctuation belt of the reservoir bank slope is subject to water saturation- dehydration circulation (WSDC). To quantify the rate of change of rock mec... After water is impounded in a reservoir, rock mass in the hydro-fluctuation belt of the reservoir bank slope is subject to water saturation- dehydration circulation (WSDC). To quantify the rate of change of rock mechanical properties, samples from the Longtan dam area were measured with uniaxial compression tests after different numbers (1, 5, 10, 15, and 20) of simulated WSDC cycles. Based on the curves derived from these tests, a modified Hock- Brown failure criterion was proposed, in which a new parameter was introduced to model the cumulative damage to rocks after WSDC. A case of an engineering application was analyzed, and the results showed that the modified Hock-Brown failure criterion is useful. Under similar WSDC-influenced engineering and geological conditions, rock mass strength parameters required for analysis and evaluation of rock slope stability can be estimated according to this modified Hoek-Brown failure criterion. 展开更多
关键词 Modified Hoek-Brown criterion Reservoir bank slope Hydro-fluctuation belt Water saturation-dehydration circulation DAMAGE
下载PDF
Modeling of the Bohai oilfield engineering geology demonstration information system based on digital seabed technology
16
作者 郑彦鹏 Liu Baohua +2 位作者 Liang Ruicai Mao Feng Su Tianyun 《High Technology Letters》 EI CAS 2007年第3期287-290,共4页
In this paper, the framework and technologic process of engineering geology demonstration information system (EGDIS) of the Bohai oilfield are presented, and the key technologies for system modeling, such as storage... In this paper, the framework and technologic process of engineering geology demonstration information system (EGDIS) of the Bohai oilfield are presented, and the key technologies for system modeling, such as storage and processing technology of multi-source and heterogeneous data, integrated display technology of multi-source information and multiple safeguard system design are studied. EGDIS of the Bohai oilfield is an integrated application system based on the data standardization and digital seabed database, has the function to realize the standardization/conformity, input/output, inquiry and display of the multi-source and heterogeneous data and graphics, and provides multiple comprehensive analysis and application services, which will provide shared and scientific basic data for the marine engineering construction and oilfield engineering safeguard. 展开更多
关键词 Bohai oilfield marine engineering geology DATABASE integrated application system
下载PDF
Research on formation density MWD instrument in engineering geological exploration
17
作者 Dajun ZHAO Guosheng JIANG +2 位作者 Youhong SUN Junhua ZHENG Zhuwen WANG 《Global Geology》 2008年第4期228-231,共4页
A high efficiency method is very important in geological survey for a new city in China.Geophysical parameters are Measured While Drilling(MWD),and these parameters are processed and explained on the ground,so the met... A high efficiency method is very important in geological survey for a new city in China.Geophysical parameters are Measured While Drilling(MWD),and these parameters are processed and explained on the ground,so the method can replace conventional engineering geological exploration for drilling rock sample.According petroleum engineering MWD,using the different characters of different rock absorbs γ radial,with the method of storing data in hole and explaining data on the ground,engineering geological exploration formation density MWD is researched.The MWD works stabilized,and the performance is good with precise data. 展开更多
关键词 engineering geological exploration formation density MWD instrument
下载PDF
SH-Mode Seismic-Reflection Imaging of Earthfill Dams
18
作者 Edward W. Woolery 《Engineering》 2018年第5期694-701,共8页
Assessing subsurface characteristics and imaging geologic features (e.g., faults, cavities, low-velocity lay- ers, etc.) are typical problems in near-surface geophysics. These questions often have adverse geotechni-... Assessing subsurface characteristics and imaging geologic features (e.g., faults, cavities, low-velocity lay- ers, etc.) are typical problems in near-surface geophysics. These questions often have adverse geotechni-cal engineering implications, and can be especially acute when associated with high-hazard structures such as large earthen flood-control dams. Dam-related issues are becoming more frequent in the United States, because a large part of this major infrastructure was designed and constructed in the early- to mid-twentieth century; these dams are thus passing into the latter stages of their design life, where minute flaws that were overlooked or thought to be insignificant in design/construction are now proving problematic. The high-hydraulic heads associated with these structures can quicken degra-dation of weak areas and compromise long-term integrity. Addressing dam-related problems solely with traditional invasive drilling techniques is often inadequate (i.e., lack of lateral resolution) and]or econom- ically exorbitant at this scale. However, strategic geotechnical drilling integrated with the broad utility of near-surface geophysics, particularly the horizontally polarized shear-wave (SH-mode) seismic-reflection technique for imaging the internal structural detail and geological foundation conditions of earthfill embankment dams can cost-effectively improve the overall subsurface definition needed for remedial engineering. Demonstrative evidence for this supposition is provided in the form of SH-wave seismic-reflection imaging of in situ and engineered as-built components of flood-control embankment dams at two example sites in the central United States. 展开更多
关键词 GEOPHYSICS Seismic reflection SHEAR-WAVE NEAR-SURFACE Dam safety
下载PDF
Equivalent Continuum Model of Rock Mass with Arbitrary Fractures
19
作者 WANG Ying-yi LI Ke HUANG Xing-chun 《Journal of Shanghai Jiaotong university(Science)》 EI 2013年第3期293-297,共5页
The constitutive model and equivalent deformation modulus of an arbitrary column in representative elementary volume (REV) of fractured rock mass are derived. The deformation of fractured rock mass is com- posed of ... The constitutive model and equivalent deformation modulus of an arbitrary column in representative elementary volume (REV) of fractured rock mass are derived. The deformation of fractured rock mass is com- posed of the rock part and the fracture part. The elasto-visco-plastic property is considered in this model. For the convenience in engineering practice, the complex elasto-visco-plastic model and its equivalent modulus are degraded, and tbe rock is taken as an elastic body. By statistical analysis of the geometric positions of the column and the fracture, the equivalent modulus of rock mass with arbitrary fractures is obtained. 展开更多
关键词 fractured rock mass representative elementary volume (REV) elasto-visco-plastic constitutive model eouivalent continuum model
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部