共查询到20条相似文献,搜索用时 15 毫秒
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李家窑膨胀岩膨胀性能的试验研究 总被引:5,自引:2,他引:3
对山西万家寨引黄工程南干线某地的膨胀岩进行了室内物理化学性质测试、常规的膨胀率与膨胀力及非常规的三向膨胀与大比例尺膨胀试验,分析结果后得出了相应的结论 相似文献
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膨胀岩体中的湿度应力场理论 总被引:15,自引:1,他引:15
软岩工程中的岩体一般为膨胀岩体,受水作用后的应力应变场分析问题十分困难。本文提出了分析膨胀岩体受水作用的湿度应力场理论。重点讨论了建立湿度应力场理论的两大要素:膨胀岩石含水率变化对其力学性质的影响和岩体中湿度变化规律。并给出了湿度应力场理论的控制方程和用该理论分析了简单的平面轴对称问题。 相似文献
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Interaction of a Masonry Dam and the Rock Foundation 总被引:1,自引:0,他引:1
Walter Wittke Martin Wittke Johannes R. Kiehl 《Geotechnical and Geological Engineering》2012,30(3):581-601
The Urft dam is an old German gravity dam located in the Eifel near Cologne. In order to ensure its stability and for adjustment to today??s technical standards rehabilitation works were required. Two inspection galleries were excavated below the storage level by means of smooth blasting. To reduce the porewater pressure acting on the dam??s base and thus to increase the stability of the dam also the drainage system was reconstructed and improved. Because the Urft dam is curved, its load bearing behavior reveals a certain arching effect. In order to take advantage of this arch action the stability proof was carried out by means of three-dimensional analyses according to the FEM. In these analyses the interaction of dam and the foundation rock was accounted for. Explorations, laboratory and in situ testing of the masonry and the foundation rock were carried out and a monitoring program was established. The monitoring results allowed a calibration of the three-dimensional model for stability analyses by means of back analyses. On this basis the final stability proof could be conducted. 相似文献
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藏南亚东地区前寒武纪结晶岩系以往统称为“聂拉木群”。本次研究发现该结晶岩系可划分为上、下两部分,二者之间原始接触关系为角度不整合。下部结晶岩系为本次新建的“亚东岩群”,其岩石组合为:下部为多种片麻岩夹少量细粒石英岩和黑云片岩;中部为多种混合岩;上部为多种片麻岩夹少量变粒岩、石英岩和片岩。不同部位的片麻岩和混合岩中含辉石岩、高压麻粒岩等“暗色”包体。研究表明,亚东岩群为角闪岩相─高角闪岩相变质作用的产物,经历了多期深部构造层次的韧性变形,与“聂拉木群”显著不同。因此,认为“聂拉木群”代表喜马拉雅地区全部“前寒武系”是值得商榷的。 相似文献
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膨胀性软岩洞室支护效应三维有限元分析 总被引:2,自引:0,他引:2
基于湿度应力场理论 ,采用三维非线性有限元方法 ,有效地模拟了膨胀岩洞室开挖和支护过程中遇水膨胀现象。对多种支护方案进行分析比较表明 ,水的损伤软化作用和膨胀岩的本身膨胀性能对其洞室稳定性有重要的影响 ,并进一步了解了洞室发生膨胀的力学机制及其支护效应 ,对膨胀性围岩洞室的设计、施工具有实际指导意义。 相似文献
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葛洲坝工程基岩稳定性的试验研究 总被引:1,自引:0,他引:1
本文综述了我所71~78年来为葛洲坝水利枢纽第一期工程进行的基岩稳定性研究工作,其中包括,地应力对基坑岩体稳定性的影响,粘土岩软弱夹层,特别是泥化夹层的长期稳定性和长期强度。通过地应力实测,证实了即使在褶皱轻微、地形平缓的红色岩层中仍可能有较大的构造应力存在,它的局部释放会直接影响岩体稳定。并且有力地说明了构造运动作用是粘土岩泥化的主要原因之一。根据对粘土岩的物理化学和力学性质以及物质结构特性的研究,指出了在外力作用下,当其亚微观结构或微观结构受到破坏时,因粘土颗粒大量吸水膨胀而可能产生泥化。根据现场和室内的剪切蠕变和室内的剪切松弛以及扭转蠕变试验结果,指出了粘土质粉砂岩、砂岩、粘土岩软弱夹层均具有显著的流变特性,提出了确定长期强度的方法。 相似文献
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The results of the stability study of dam foundation , including the effects of ground stresses on the stability of base masses and long-term stability and strength of weak intercalations , especially of clayey ones, are presented. It is proved that the considerable tectonic stresses exist even in red rock layers with slight folds and a gentle terrain and that the stability of masses are directly affected by local stress relief. It is found that sedimentary rock behaves like rheology. A method of deter-mining long-term strength of rheological rock is suggested. 相似文献
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Study on Rock Bolt Reinforcement for a Gravity Dam Foundation 总被引:1,自引:0,他引:1
In this article, the rock bolt reinforcement mechanism is discussed, and the gravity method as well as the finite element
method for the bolted rock is presented. These methods are applied to study the gravity dam foundation of the Xiaoxi Hydropower
Project, which is influenced by the presence of a large fault with a cracked zone over 180 m wide. Rock bolt reinforcement
was used to improve the stability of the dam foundation, and the reinforcement parameters were determined from a semi-empirical
equation controlled by in situ test. The stability analysis was conducted using the above methods, and the improvement in
terms of deformation and stress as well as stability of the dam foundation due to the reinforcement is assessed. Rock bolt
reinforcement was completed successfully, and the dam started normal operations in January 2008. 相似文献
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膨胀土地区的基坑支护一般采用土钉墙型式,但出现了较多的垮塌事故。详细介绍了邯郸市某小区综合楼的膨胀土基坑喷锚支护工程的设计与施工方法。考虑膨胀土吸水膨胀失水收缩对边坡稳定性的影响,针对基坑支护结构验算的相关参数,依据膨胀土地区情况给予了相应的调整。基坑分层开挖进行喷锚支护后整体稳定性较好,达到了预期目的。本实例旨在为膨胀土地区基坑支护设计与施工提供一个借鉴和参考。 相似文献
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(Institute of Rock Mineral Analysis Ministry of geology mineral Resources Beijing 《岩矿测试》1995,14(2):114-161
研制了霓霞正长岩,粗面岩,花岗闪长岩,辉长石,流纹岩及白云岩6种不同类型的岩石标准物质,对用X射线荧光光谱均匀性检验实际取样量进行了探讨,选择分析测试方法时,除采用了标准方法和长期应用的分析方法外,还采用了近年发展起来的新技术新方法,在定值中应用了多参数统计定值模式,给出了69个元素的标准值和参考值,该批标准物质于1991年1月经国家技术监督局审核批准为国家一级标准物质,编号分别为GBW07109 相似文献
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洛湛铁路D1K41+300~84585段路基上部土层松散,下部岩体(石灰岩)溶洞发育,根据工程地质水文地质情况,确定注浆参数和注浆方式,在土体和岩体中通过不同的浆液注浆,固结、充填松散的土层和岩体中的溶蚀、溶洞、溶槽等,使之形成完整的固结体,从而加强岩溶路基的承载力,确保铁路正常运营。介绍了注浆施工工艺及注浆效果。 相似文献
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