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达溪河灌区渠首枢纽坝桥结合分析
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作者 杨宏林 王志英 《甘肃水利水电技术》 1999年第4期48-50,共3页
灵台县达溪河渠首枢纽在硬壳溢流坝之上架设公路桥,比单独另建一座公路桥节省下部结构(中墩、边墩、上下游护岸)工程量达25%,还由于溢流坝和闸墩基础为硬壳箱式,坝桥结合使岩土工程、排水量、施工道路及场地、施工用电等大临工程... 灵台县达溪河渠首枢纽在硬壳溢流坝之上架设公路桥,比单独另建一座公路桥节省下部结构(中墩、边墩、上下游护岸)工程量达25%,还由于溢流坝和闸墩基础为硬壳箱式,坝桥结合使岩土工程、排水量、施工道路及场地、施工用电等大临工程量大大减少,工期相应缩短。 展开更多
关键词 渠首枢纽 设计 坝桥结合 灌区
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类比陈家村金矿床浅析高寨岭矿区金矿找矿潜力
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作者 曾鸣 徐英明 +2 位作者 颜伟裕 李兴斌 刘浩 《世界有色金属》 2024年第4期111-114,共4页
为了解湖南省汉寿县高寨岭矿区金矿找矿潜力,采用与岩坝桥岩体周边矿床(点)进行类比的方法,特别是与陈家村(跑马坪)金矿床进行对比,可知岩坝桥岩体周边金矿主攻类型主要为破碎蚀变岩型,次为产于浅变质岩中的石英脉型。对比结果显示陈家... 为了解湖南省汉寿县高寨岭矿区金矿找矿潜力,采用与岩坝桥岩体周边矿床(点)进行类比的方法,特别是与陈家村(跑马坪)金矿床进行对比,可知岩坝桥岩体周边金矿主攻类型主要为破碎蚀变岩型,次为产于浅变质岩中的石英脉型。对比结果显示陈家村金矿床与高寨岭金矿区属同一“地层-构造-岩体”构成的成矿系统,高寨岭金矿区找矿潜力巨大。 展开更多
关键词 坝桥岩体 破碎蚀变岩型金矿 雪峰山 高寨岭
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情系小天地 演绎大市场——望江县农行张坝桥储蓄所
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作者 吴丹 《安徽农村金融》 2003年第12期44-45,共2页
关键词 望江县农业银行 坝桥储蓄所 安徽 存款业务
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湖南岩坝桥花岗质岩体的成因及其成矿意义 被引量:1
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作者 吴能杰 《冶金管理》 2020年第17期111-112,116,共3页
岩坝桥岩体是晚三叠世形成的以角闪石花岗闪长岩为主的酸性侵入体。地球化学组成表明这类花岗闪长岩具有I型和埃达克质岩的属性,结合其富集的放射成因Nd同位素组成以及其中广泛发育的暗色微粒包体,并考虑到区域上同期的岩浆活动和构造... 岩坝桥岩体是晚三叠世形成的以角闪石花岗闪长岩为主的酸性侵入体。地球化学组成表明这类花岗闪长岩具有I型和埃达克质岩的属性,结合其富集的放射成因Nd同位素组成以及其中广泛发育的暗色微粒包体,并考虑到区域上同期的岩浆活动和构造演化模型,我们推测岩坝桥花岗闪长岩是形成于印支运动之后的碰撞后伸展环境。岩坝桥岩体的侵位活化了前寒武纪浅变质岩地层,同时也提供了部分Au的来源,形成了岩体周围破碎带蚀变岩型金矿床(点)。 展开更多
关键词 坝桥岩体 成因 成矿意义
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三峡桥梁的文化思考
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作者 罗美洁 黄权生 《重庆三峡学院学报》 2014年第4期8-14,共7页
改革开放后,在三峡区域建设了众多的桥梁,这些桥梁改变了三峡水陆交通的格局,也改变了整个三峡区域的发展进程。其中,葛洲坝和三峡工程相关的坝和桥的建设,是几千年"大禹治水"水利精神的传承和弘扬,截断长江的"坝桥"... 改革开放后,在三峡区域建设了众多的桥梁,这些桥梁改变了三峡水陆交通的格局,也改变了整个三峡区域的发展进程。其中,葛洲坝和三峡工程相关的坝和桥的建设,是几千年"大禹治水"水利精神的传承和弘扬,截断长江的"坝桥"是撬动该区域发展的桥梁,甚至影响全国桥梁的建设。三峡区域尤其库区的桥梁既是三峡地区发展和走向未来之桥,又是中华民族复兴和社会进步的标志,除了具有明显的桥梁文化外,更有浓郁的精神文化价值。 展开更多
关键词 三峡 坝桥 桥梁文化
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为群众出行系上“安全带”
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作者 马圣耘 《当代贵州》 2022年第3期70-70,共1页
贞丰县平街乡中坝桥上,一位背包行人扶着桥沿,一边走一边仔细地看着这座崭新的桥。他叫黄绍礼,今年58岁,是平街乡苗族村寨冗染村辣子地组的村民。今天是他外出务工回家的日子。刚到村口,就发现了村里的新变化。"原先这里也有桥,但... 贞丰县平街乡中坝桥上,一位背包行人扶着桥沿,一边走一边仔细地看着这座崭新的桥。他叫黄绍礼,今年58岁,是平街乡苗族村寨冗染村辣子地组的村民。今天是他外出务工回家的日子。刚到村口,就发现了村里的新变化。"原先这里也有桥,但其实就是一块石板架在中间,两边并没有防护。翻新后,老百姓出行更安全了。"中坝桥是冗染村联通外界的唯一渠道,孩子们每天上学都要经过这里。在桥梁改造之前,出行安全是大家最头疼的事儿。 展开更多
关键词 桥梁改造 安全带 出行安全 苗族村寨 坝桥 贞丰县 外出务工
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A Preliminary Analysis of the Tomography Problems in Constructing Bridge and Dike-Road across Taiwan Strait
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作者 GUO Lu-can PENG Fuman 《CT理论与应用研究(中英文)》 2004年第3期61-63,共3页
The construction of the bridge across Taiwan Strait has been studied for a long time and the feasibility study that has attracted attention among scientists and engineers on both sides of the Taiwan Strait[1-4].The ke... The construction of the bridge across Taiwan Strait has been studied for a long time and the feasibility study that has attracted attention among scientists and engineers on both sides of the Taiwan Strait[1-4].The key question is whether this bridge and dike-road across Taiwan Strait can be constructed with present technology under such complex geological conditions or not.The results of current researches indicate that the sea floor of the Strait is covered with a horizontal layer composed of both the Pleistocene and the Holocene sandstone and shale with a thickness of about 200~300m.The distance from Pingtan island to China's Xinzhu seashore is 124 km,which might be connected by 4-6 section bridges and 5-7 section of dike-roads,and serve as a best program of the route in the north Strait section.The NE offshore fault along the Fujian coast and that along the west coast of Taiwan,China are the major tectonic lines separated by several NW faults under the upper horizontal layer,these fault 3D feature may be detecting by geo-tomography technique,which can help to deal with the foundation of bridge and dike-road piers.It is judged that the construction of bridge and dike-road beginning from Pingtan to the China's Xinzhu seashore is worth recommendation.In the procedure of the construction of large and high height bridges,must consider the steel structural member be detected by industrial CT technology,and might detect the pier of bridge and dike-road which built by steel tube and reinforced concrete at dike-roads two side,in order to get the hard basement and getting the depth of the pier extend below the sea-floor by the seismic tomographic detection method. 展开更多
关键词 Taiwan Strait tomography problem Pingtan Island constructing bridge dike-road
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Engineering Geological Investigations for the Foundations of Large Structures-Examples of a Concrete Dam and a long Bridge in Portugal
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作者 Ricardo OLIVEIRA 《Journal of Mountain Science》 SCIE CSCD 2011年第2期296-306,共11页
The safety of large structures requires adequate foundations, which implies a good knowledge of the geological and geotechnical conditions of the respective ground. In general, that is only possible through engineerin... The safety of large structures requires adequate foundations, which implies a good knowledge of the geological and geotechnical conditions of the respective ground. In general, that is only possible through engineering geological studies which include proper site investigation techniques, adapted to the nature of the ground (rock mass or soil) and to the associated engineering problems. The paper illustrates the studies carried out for the design of the foundations of Ribeiradio 76 m high concrete gravity dam in a difficult rock mass and of Vasco da Gama Bridge, 13 km long, crossing the Tagus River in Lisbon, Portugal, through piles 75 m deep. 展开更多
关键词 Geological investigation FOUNDATIONS Concrete dam BRIDGE
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