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Design,construction and mechanical behavior of relics of complete large Longyou rock caverns carved in argillaceous siltstone ground 被引量:3
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作者 Zhifa Yang1, Zhongqi Yue2, Lihui Li1 1 Key Laboratory of Engineering Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China 2 Department of Civil Engineering, the University of Hong Kong, Hong Kong, China 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2011年第2期131-152,共22页
This paper presents a comprehensive summary of data, analyses and findings from the investigations over the past twelve years about the relics of large Longyou rock caverns carved about 2 000 years ago at shallow dept... This paper presents a comprehensive summary of data, analyses and findings from the investigations over the past twelve years about the relics of large Longyou rock caverns carved about 2 000 years ago at shallow depths in argillaceous siltstone. The paper presents the typical features associated with the rock caverns. They include structures, large spans, portals, extreme shallow-buried depths, imprints, drainages, inclined ceiling, inclined sidewalls, slender rock pillars, rock staircases, site and strata selections, caving lighting, carving method, and underground construction surveying. They are used to reconstruct and highlight the design and construction methods adopted by the ancients. The paper further demonstrates that the relics of the complete large rock caverns are a consequence of coincidental combinations of ancient human effort and natural factors. The full occupation of water with weak acidity in the large rock caverns with the soft surrounding rocks of weak alkalinity is found to be the main factor ensuring and preserving the caverns to have been stable and integral over 2 000 years. However, the five unwatered complete rock cavern relics have been experiencing various deteriorations and small failures including cracks, seepage, small rock falls and delaminating ceiling rocks. Although these deteriorations have been repaired and stabilized effectively, the paper demonstrates that an entire roof collapse failure is highly possible in the near future to each of the five unwatered rock cavern relics. The findings presented in this paper are also invaluable both to the long-term protection and preservation of the large rock cavern relics of national and international interests and importance, and to extend and enrich our experience and knowledge on the long-term stability and integrity of man-made underground rock cavern engineering projects. 展开更多
关键词 rock cavern rock mechanics rock engineering long-term stability and integrity argillaceous siltstone environment
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云南建水燕子洞游客和雨燕生态环境质量的研究 被引量:4
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作者 卢云亭 肖诚 《地理学报》 EI CSSCI CSCD 北大核心 1998年第B12期198-203,共6页
本文是在调查云南省建水燕子洞雨燕和游人两大生物主体的洞穴活动以及它们所依赖的洞穴各环境要素值的基础上,着重研究分析了该洞在微小气候、空气和水体质量、自然通风量、噪声等生态环境的特性及其与游客、雨燕等生物体之间的相容相... 本文是在调查云南省建水燕子洞雨燕和游人两大生物主体的洞穴活动以及它们所依赖的洞穴各环境要素值的基础上,着重研究分析了该洞在微小气候、空气和水体质量、自然通风量、噪声等生态环境的特性及其与游客、雨燕等生物体之间的相容相悖关系,并以此为依据,进一步提出保护该洞生态环境的一系列重要对策。 展开更多
关键词 游客 燕子洞 云南 生态环境质量 环境要素 对策 依赖 微小气候 调查 空气
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泄洪洞边墙衬砌混凝土施工期内部最高温度估算 被引量:2
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作者 段亚辉 樊启祥 +1 位作者 王孝海 康旭升 《三峡大学学报(自然科学版)》 CAS 2021年第5期56-62,共7页
高流速泄洪洞衬砌混凝土,必须防止产生贯穿危害性温度裂缝,浇筑施工中需要适应现场变化及时预测和控制内部最高温度.以5个大型水电站泄洪洞城门洞型断面为例,概化衬砌边墙尺寸、混凝土强度、洞室环境气温、浇筑温度、通水冷却及其水温5... 高流速泄洪洞衬砌混凝土,必须防止产生贯穿危害性温度裂缝,浇筑施工中需要适应现场变化及时预测和控制内部最高温度.以5个大型水电站泄洪洞城门洞型断面为例,概化衬砌边墙尺寸、混凝土强度、洞室环境气温、浇筑温度、通水冷却及其水温5个温控密切相关要素,采用有限元仿真计算174个方案,并综合溪洛渡泄洪洞现场温控观测成果,提出泄洪洞衬砌边墙中热水泥泵送混凝土施工期内部最高温度估算公式.通过与溪洛渡、白鹤滩实际工程现场观测值比较分析,检验了估算公式的精度,可供实际工程实时温度控制采用. 展开更多
关键词 水工隧洞 衬砌混凝土 温度裂缝 温控防裂 洞室环境
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A hypothesis for crack free interior surfaces of Longyou caverns caved in argillaceous siltstone 2000 years ago 被引量:2
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作者 Zhong Qi YUE Shaopeng FAN +3 位作者 Zhifa YANG Lihui LI Luqing ZHANG Zhongjian ZHANG 《Frontiers of Structural and Civil Engineering》 SCIE EI 2010年第2期165-177,共13页
Five complete caverns were discovered in Longyou in 1992.They were manually caved in argillaceous siltstone at shallow depths more than 2000 years ago.When they were un-watered,their integrity was maintained completel... Five complete caverns were discovered in Longyou in 1992.They were manually caved in argillaceous siltstone at shallow depths more than 2000 years ago.When they were un-watered,their integrity was maintained completely,and their interior rock surfaces were free of old cracks.Since then,however,the rock's interior faces have initiated and propagated more and more cracks.This paper attempts to address the question of why the rock interior faces were free of old cracks once they were unearthed.To address this question,this paper proposes a hypothesis that the argillaceous siltstone has the ability of self-healing its cracks over a short period of time under weak acid water environment.Data and evidence are presented herewith to prove the hypothesis.They include observations and measurements in the field and test results in the laboratory.Specifically,a three-point bending test is used to form a tensile crack in a rectangular rock specimen and a deadload test for the specimen immersed in initially weak acid water is used for self-healing its crack.The results have shown that the argillaceous siltstone is in a state of weak alkalinity and the rain water at the site is in a state of weak acidity.Therefore,when it is immersed in weak acid water for some time,the argillaceous siltstone would be able to make chemical reactions to generate new minerals such as calcite.The new minerals would be able to infill the cracks and then heal the crack within a few years.Once the crack is self-healed,the rock can regain its strength and integrity.Consequently,the rock interior surfaces could be free of old cracks when the water was pumped out of the caverns. 展开更多
关键词 rock cavern grotto LONGYOU argillaceous siltstone CRACK water environment SELF-HEALING
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海岛地下水封洞库围岩稳定性及水封可靠性研究 被引量:7
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作者 彭振华 张彬 +2 位作者 李玉涛 李俊彦 石磊 《地下空间与工程学报》 CSCD 北大核心 2020年第6期1875-1881,共7页
为提高我国的石油储备量及海岛资源利用率,在海岛环境建造地下水封油库成为了一种新的思路。海岛环境相比于内陆具有更好的水力条件,且可作为港口,便于油品运输。以某海岛地下水封油库为依托,基于流固耦合理论,采用有限元数值模拟方法... 为提高我国的石油储备量及海岛资源利用率,在海岛环境建造地下水封油库成为了一种新的思路。海岛环境相比于内陆具有更好的水力条件,且可作为港口,便于油品运输。以某海岛地下水封油库为依托,基于流固耦合理论,采用有限元数值模拟方法对海岛环境建造地下水封洞库的围岩稳定性和水封可靠性进行研究。结果表明:在海岛环境建造地下水封洞库围岩的应力和位移均较小,可以满足围岩稳定性要求;在不设置水幕系统情况下,开挖地下洞库会在洞库上方形成明显的降落漏斗,部分洞库顶部甚至发生疏干现象,无法满足水封可靠性要求;在设置水幕系统后,地下洞库上方可形成较大厚度的地下水覆盖层,可以满足水封可靠性要求。该成果对在海岛环境下建造地下水封洞库的研究具有借鉴意义。 展开更多
关键词 地下水封洞库 海岛环境 围岩稳定性 水封可靠性 数值模拟
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水封洞库石油类污染物地下水时空分布模拟 被引量:1
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作者 洪淑娜 《广东化工》 CAS 2023年第4期163-165,共3页
采用地下水动力学数值模拟计算方法和FEFLOW软件对地下水封石洞油库建设造成的地下水位的变化和地下水漏斗进行预测,目的是分析地下水封洞库施工期涌水对区域地下水位的影响。项目对地下水的影响主要通过水封洞库中油品向周边地下水的... 采用地下水动力学数值模拟计算方法和FEFLOW软件对地下水封石洞油库建设造成的地下水位的变化和地下水漏斗进行预测,目的是分析地下水封洞库施工期涌水对区域地下水位的影响。项目对地下水的影响主要通过水封洞库中油品向周边地下水的扩散实现的,因此项目选择石油类物质作为污染物代表因子进行模拟。营运期非正常情况下,项目营运30年内,油品扩散造成的地下水中石油类含量最大值不超过0.03 mg/L,营运期,岩壁里地下水的压力大于洞库内任何点的储油静压力,此时对流作用主要由围岩朝向洞库内部方向,项目对地下水环境可能产生影响的污染源主要为水封洞库储油向周边地下水的对流扩散作用。营运30年后,油品扩散造成的地下水中石油类浓度0.015 mg/L等值线的迁移距离最大为228米。 展开更多
关键词 地下水封洞库 地下水环境 数值模型 涌水量
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喀斯特溶洞旅游环境承载力及其调控措施——以木兰溶洞为例 被引量:4
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作者 郑天然 《河北农业科学》 2008年第5期83-84,共2页
考查了旅游开发对溶洞生境的影响,利用洞内CO2含量和热量计算木兰溶洞旅游环境承载力,同时提出了旅游开发调控措施。
关键词 喀斯特溶洞 旅游开发 旅游承载力 调控措施
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地下洞室群施工排烟竖井辅助通风的设计
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作者 武艳红 《四川水力发电》 2020年第6期71-75,共5页
依托河北丰宁抽水蓄能电站一期工程,针对抽水蓄能电站地下厂房系统埋深大、洞室掘进距离长、开挖施工阶段通风散烟困难等突出问题,通过对施工通风的分期特点进行分析,最终采用在通风一期增设排烟竖井、井口安装轴流抽风机进行辅助通风... 依托河北丰宁抽水蓄能电站一期工程,针对抽水蓄能电站地下厂房系统埋深大、洞室掘进距离长、开挖施工阶段通风散烟困难等突出问题,通过对施工通风的分期特点进行分析,最终采用在通风一期增设排烟竖井、井口安装轴流抽风机进行辅助通风的优化设计,达到了加速洞内空气循环,使洞室内污染空气按预定的通道快速排出洞外,有效改善施工作业环境,保障作业人员职业健康。 展开更多
关键词 地下洞室群 开挖施工 通风散烟 辅助手段 改善施工环境 丰宁抽水蓄能电站
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