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隧道堵漏施工中对运行期间抗震动扰动的处理 被引量:3
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作者 陈森森 朱德林 《新型建筑材料》 2012年第9期66-68,共3页
通过对堵漏材料的选择和施工工艺进行改进,以适应高铁、地铁和公路隧道在震动环境下的堵漏效果;采用堵、排、防、截相结合,刚柔相济、因地制宜的原则,用综合整治的技术解决隧道震动扰动环境下的渗漏水。
关键词 隧道 震动扰动 防水堵漏 补强加固 刚柔相济
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震动扰动环境下隧道渗漏综合整治技术 被引量:3
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作者 陈森森 《中国建筑防水》 2013年第8期39-42,共4页
高铁、地铁、公路隧道运营后,隧道二衬和仰拱都会长期受到因汽车、火车通行而引起的震动扰动影响,常规的防水堵漏方法并不适用于该类隧道的渗漏治理。提出了采用非固化橡胶灌浆材料、低黏度耐水耐潮湿型改性环氧树脂、填塞型防水密封胶... 高铁、地铁、公路隧道运营后,隧道二衬和仰拱都会长期受到因汽车、火车通行而引起的震动扰动影响,常规的防水堵漏方法并不适用于该类隧道的渗漏治理。提出了采用非固化橡胶灌浆材料、低黏度耐水耐潮湿型改性环氧树脂、填塞型防水密封胶等进行综合整治的技术方案,很好地解决了隧道震动扰动环境下的渗漏水问题。 展开更多
关键词 隧道 渗漏治理 震动扰动 非固化橡胶灌浆材料 改性环氧树脂
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矿井采空区地下水库抗震性研究 被引量:2
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作者 王文才 李雨萌 《煤矿安全》 CAS 北大核心 2020年第4期57-60,65,共5页
为研究矿井采空区水库在震动环境下稳定性和安全度的变化情况,以李家壕煤矿为研究背景,通过采用公式推导和实验室相似模拟实验的方法,分析研究地震或其他震动持续存在的情况下,采空区水库各主要部分的稳定性以及安全度的变化情况。由于... 为研究矿井采空区水库在震动环境下稳定性和安全度的变化情况,以李家壕煤矿为研究背景,通过采用公式推导和实验室相似模拟实验的方法,分析研究地震或其他震动持续存在的情况下,采空区水库各主要部分的稳定性以及安全度的变化情况。由于坝体是支撑采空区水库正常作业的关键部分,因此,着重对坝体在地震作用下的动力响应进行分析,得到坝体在地震情况下的动力响应公式。同时,通过实验室相似模拟实验的研究得出在采空区在震动持续存在的情况下,整个采空区受扰动后安全度的变化情况:随着震动强度的增加,水库整体的安全度降低;且在震源位置已知的条件下,距离震源越近处的安全度越低。 展开更多
关键词 采空区 地下水库 震动扰动 动力响应 安全度
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古盐田地质条件海湾隧道盾构竖井堵漏和加固新技术 被引量:1
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作者 陈森森 王军 王吉 《中国建筑防水》 2018年第17期30-33,共4页
汕头海湾隧道的盾构机竖井位于古盐田海滩地址,其地质中海水盐分达到5%~10%,是正常海水的2~3倍,渗漏水会对结构钢筋产生严重的腐蚀,加快混凝土结构破坏。此类工程堵漏处理,要先对结构进行加固,所用材料必须耐高盐分,并且要考虑通车后震... 汕头海湾隧道的盾构机竖井位于古盐田海滩地址,其地质中海水盐分达到5%~10%,是正常海水的2~3倍,渗漏水会对结构钢筋产生严重的腐蚀,加快混凝土结构破坏。此类工程堵漏处理,要先对结构进行加固,所用材料必须耐高盐分,并且要考虑通车后震动扰动和荷载扰动对结构的影响。 展开更多
关键词 海湾隧道 古盐田地质 盾构竖井 高盐分 堵漏加固 震动扰动
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公路下穿通道伸缩缝渗漏水原因分析与处理
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作者 叶青海 《中国建筑防水》 2022年第11期42-45,共4页
地下交通工程在建设和运行使用过程中,下穿通道渗漏病害较为普遍,其中伸缩缝渗漏问题尤为突出,给交通运行造成安全隐患。本文对某公路下穿通道伸缩缝渗漏水的原因进行了详细分析,提出了采用单组分水活性聚氨酯疏水型灌浆材料进行整治的... 地下交通工程在建设和运行使用过程中,下穿通道渗漏病害较为普遍,其中伸缩缝渗漏问题尤为突出,给交通运行造成安全隐患。本文对某公路下穿通道伸缩缝渗漏水的原因进行了详细分析,提出了采用单组分水活性聚氨酯疏水型灌浆材料进行整治的技术方案,解决了公路下穿通道伸缩缝在交通震动扰动环境下的渗漏水修复难题。 展开更多
关键词 公路下穿通道 伸缩缝 渗漏维修 震动扰动 灌注型弹性止水胶
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Exponential decay law of acoustic emission and microseismic activities caused by disturbances associated with multilevel loading and mining blast 被引量:2
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作者 Shi-da XU Tian-xiao CHEN +1 位作者 Jia-qi LIU Chen-rui ZHANG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2021年第11期3549-3563,共15页
To investigate decay law of acoustic emission and microseismic activities caused by disturbances associated with multilevel loading and mining blast,a new exponential decay(ED)law was proposed.The results show that th... To investigate decay law of acoustic emission and microseismic activities caused by disturbances associated with multilevel loading and mining blast,a new exponential decay(ED)law was proposed.The results show that the micro-fracture activity decay law after multistage stress loading and blasting disturbance conforms to the ED model,in which the sum of A and n represents the number of initial micro-fracture events,and n represents the level of background micro-fracture events.The ED model can describe the number of initial micro-fracture events with a deviation less than 10%.The ED model outperforms the traditional aftershock models in describing the micro-fracture event decay law in the three cases considered.The ED model can provide a reference for selecting the blasting interval in mines,which is of great significance to maintain the stability of the surrounding rock and ensure safe production in metal mines. 展开更多
关键词 exponential decay law blast disturbance acoustic emission microseismic activities metal mine
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Frequency spectrum analysis on micro-seismic signal of rock bursts induced by dynamic disturbance 被引量:8
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作者 XU Xuefeng DOU Linming +1 位作者 LU Caiping ZHANG Yinliang 《Mining Science and Technology》 EI CAS 2010年第5期682-685,共4页
Blasting and breaking of hard roof are main inducing causes of rock bursts in coal mines with danger of rock burst,and it is important to find out the frequency spectrum distribution laws of these dynamic stress waves... Blasting and breaking of hard roof are main inducing causes of rock bursts in coal mines with danger of rock burst,and it is important to find out the frequency spectrum distribution laws of these dynamic stress waves and rock burst waves for researching the mechanism of rock burst.In this paper,Fourier transform as a micro-seismic signal conversion method of amplitude-time character to amplitude-frequency character is used to analyze the frequency spectrum characters of micro-seismic signal of blasting,hard roof breaking and rock bursts induced by the dynamic disturbance in order to find out the difference and relativity of different signals.The results indicate that blasting and breaking of hard roof are high frequency signals,and the peak values of dominant frequency of the signals are single.However,the results indicate that the rock bursts induced by the dynamic disturbance are low frequency signals,and there are two obvious peak values in the amplitude-frequency curve witch shows that the signals of rock bursts are superposition of low frequency signals and high frequency signals.The research conclusions prove that dynamic disturbance is necessary condition for rock bursts,and the conclusions provide a new way to research the mechanism of rock bursts. 展开更多
关键词 dynamic disturbance rock burst INDUCING micro-seismic Fourier transform frequency spectrum analysis
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Pre-earthquake Schumann Resonance Anomaly in Yunnan
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作者 Miao Yuanqing Zhang Xuemin +1 位作者 Shen Xuhui Ouyang Xinyan 《Earthquake Research in China》 2013年第1期101-108,共8页
There is a good correlation between anomalous Schumann resonance and seismic activities. Pre-earthquake anomalous Schumann resonance is an important manifestation of LAIC (Lithosphere-Atmosphere-Ionosphere Coupling), ... There is a good correlation between anomalous Schumann resonance and seismic activities. Pre-earthquake anomalous Schumann resonance is an important manifestation of LAIC (Lithosphere-Atmosphere-Ionosphere Coupling), which is probably associated with seismic ionospheric disturbance. The observation system parameters of the Yunnan Schumann resonance monitoring stations and the results of statistical and seismic cases analysis are introduced in this paper. Three days before the March 10, 2011 MS5.8 Yingjiang earthquake, anomalous Schumann resonance in the By component (E-W) was observed by Yongsheng station, and two days before the Lincang MS4.0 earthquake of January 23, 2011, anomalous Schumann resonance in the By component was detected by the same station. Spectrum analysis results on the By component observations of Tonghai station show that strong disturbances were observed in spectral density corresponding to the first three Schumann resonant frequencies on the very day of the MS4.2 Honghe earthquake of May 22, 2011. Research shows that Schumann resonance monitoring is a feasible method for seismic-electromagnetic precursors monitoring. 展开更多
关键词 Schumann resonance Seismic-electromagnetic precursors YUNNAN
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