浅埋软弱地层隧道旋喷预衬砌支护技术的研究   总被引：3，自引：0，他引：3       下载免费PDF全文

李远宁  段玉刚吴胜 《探矿工程》2001,(5):58-61

论述了浅埋软弱地层隧道旋喷预衬砌支护的研究背景及国内外研究现状、室内试验、旋喷器具、施工工艺及应用情况,并与其它施工方法进行了对比,效益显著。  相似文献   

Post-drilling destabilization of temperature profile in borehole Yaxcopoil-1, Mexico     

Jan Šafanda  Philipp Heidinger  Helmut Wilhelm  Vladimír Čermák 《Hydrogeology Journal》2007,15(2):423-428

As part of the International Continental Scientific Drilling Program (ICDP), the 1.5-km-deep borehole Yaxcopoil-1, located in the Chixculub meteor impact structure in Mexico, has undergone further study after drilling operations ceased. Temperature logs were repeated ten times at intervals 0.3–0.8, 15, 24 and 34 months after borehole shut-in. The logs bear a distinct signature of transient heat transfer by groundwater flow manifested by a gradual distortion of the linear temperature profile when a cold wave of 0.8–1.6°C amplitude was detected propagating downward from 145 to 312 m at a rate of 4–6 m/month. To understand the nature of this moving anomaly, a 20-day monitoring of the cold wave was carried out at a depth of 307 m that showed further cooling of 0.6°C during the first 16 days of the passage followed by temperature stabilisation. As an explanation of this unusual phenomenon, a theory is proposed, whereby the drilling mud has accumulated within the overlying and cooler highly porous and permeable karstic rocks during the drilling and migrates downward. The observed migration rate suggests a permeability higher than 10^?11 m². This indicates a high vulnerability to contamination of the only freshwater aquifer in the Yucatan region.  相似文献   

新疆东准噶尔北部扎河坝富碱花岗质岩石矿物学特征及物理化学条件     

张东阳  高阳  苏慧敏  王鹏 《矿物岩石》2007,27(4):30-38

新疆东准噶尔北部扎河坝富碱花岗质岩石分布于乌伦古大断裂与额尔齐斯-玛因鄂博大断裂之间。富碱花岗岩类有石英碱性正长岩、碱性长石花岗岩、石英二长斑岩及碱性长石正长岩等岩石类型。在详细的显微镜观察基础上,全岩分析和电子探针分析结果表明,富碱花岗质岩中的矿物组合是碱性长石 石英 钠铁闪石 霓辉石,以出现高硅、富碱、贫铝、低钙、低镁、高铁、高锰、贫水为特征。铁钛氧化物温度计估算出的富碱花岗岩体结晶温度在650℃~755℃之间,氧逸度为10-17.17Pa~10-14.39Pa,结合钠铁闪石的特征,碱性岩浆演化后期存在着明显的水-岩作用,扎河坝富碱花岗质岩石形成于低压、高氧逸度、中高温环境,反映了相对开放、浅成的形成环境。  相似文献   

土性指标和地层性质对水泥搅拌桩成桩质量的影响     

符学兵 《江苏地质》2007,31(4):370-372

从水泥土的固化机理出发,结合水泥搅拌桩桩身标准贯入试验和水泥土配合比试验,分析讨论了土性指标、土质条件和地层性质对水泥搅拌桩成桩质量的影响。  相似文献   

枣庄岩溶塌陷形成条件及主要影响因素     

武雄  高明显  张顺峰  孙燕冬  管清花  吴海燕 《地学前缘》2007,14(6):227-233

近年来枣庄市岩溶塌陷频繁发生。通过野外地质调查、现场采样和室内试验相结合的综合手段,对该区的岩溶塌陷覆盖层进行系统地取样并进行深入细致的实验及分析,论述了覆盖层特征对该区岩溶塌陷的影响;运用宏观调查、细观测量和微观分析相结合的研究方法详细论述了地质构造对岩溶塌陷的影响;结合历年水文动态资料、地下水开采量等论述了地下水活动对岩溶塌陷影响。综合认为,地层岩性、覆盖层性质、构造因素是枣庄岩溶塌陷频繁发生的内因,而超量开采地下水则是外部诱发因素。  相似文献   

昌图县西山银金矿点成矿条件及找矿前景分析     

邵帅  吴平  赵东波  陈元江 《华南地质与矿产》2007,(4):14-19

辽宁昌图县西山银金矿点的北东与吉林省四平市山门银矿床相邻,区域上处在同一个构造单元内。通过对控矿因素、矿化特征、围岩蚀变等方面的综合分析和对比,认为两矿床(点)存在诸多相似之处,同受山门-叶赫韧-脆性剪切带的控制,前者是山门银矿床(带)的南延部分,找矿前景较大。  相似文献   

四川盆地天然气藏的破坏与保存条件剖析     

姚雪根 《海相油气地质》2007,12(4):21-36

天然气藏勘探的成功或失利,取决于气藏圈闭的封堵系统和散失系统。介绍了四川盆地气藏圈闭封堵系统和散失系统的类型、分布范围和对气藏圈闭的保存和破坏作用。气藏圈闭封堵系统的优劣取决于圈闭的有效封堵面与区域盖层的有效整体封闭条件和区域水动力停滞带环境条件,封堵系统良好的圈闭,勘探成功率高。气藏圈闭散失系统由缺乏区域盖层有效整体封闭条件的剥蚀区、区域水动力自由交替带环境、通天断层或潜伏通天断层组成。散失系统导致圈闭失效,从而造成勘探失利。通过对四川盆地天然气藏的破坏与保存条件的多个实例剖析,提出在四川盆地及我国南方海相天然气勘探中应当重视对天然气藏破坏与保存条件的研究,以利于天然气藏勘探区块、目标的选择和勘探效率的提高。  相似文献   

漳州市山体滑坡主要影响因素分析   总被引：1，自引：0，他引：1  

郑艺贞 《福建地质》2007,26(4):259-265

对漳州市区域内近十几年来所发生滑坡的地质灾害点进行调查研究,提出了漳州地区山体滑坡主要受地形、地质、气象和人类工程活动因素的综合影响。一般地形坡度在25°～50°,坡型为阶梯型、人工边坡无支挡,土质边坡坡度大于70°与坡高大于4m者,连续10d内降雨量在170mm以上,且日降雨量在100mm的强降雨时,发生滑坡的概率,达71.7%。故此,降雨量170mm以上、日降雨量大于或等于100mm时,可作为漳州市地质灾害预警预报的指标。  相似文献   

Analysis of the weightiness of site effects on reinforced concrete (RC) building seismic behaviour: The Adra town example (SE Spain)   总被引：1，自引：0，他引：1  

Manuel Navarro  Francisco Vidal  Takahisa Enomoto  Francisco J. Alcalá  Antonio García‐Jerez  Francisco J. Sánchez  Norio Abeki 《地震工程与结构动力学》2007,36(10):1363-1383

The damage distribution in Adra town (south‐eastern Spain) during the 1993 and 1994 Adra earthquakes (5.0 magnitude), that reached a maximum intensity degree of VII (European Macroseismic Scale (EMS scale)), was concentrated mainly in the south‐east zone of the town and the most relevant damage occurred in reinforced concrete (RC) buildings with four or five storeys. In order to evaluate the influence of ground condition on RC building behaviour, geological, geomorphological and geophysical surveys were carried out, and a detailed map of ground surface structure was obtained. Short‐period microtremor observations were performed in 160 sites on a 100m × 100m dimension grid and Nakamura's method was applied in order to determine a distribution map of soil predominant periods. Shorter predominant periods (0.1–0.3 s) were found in mountainous and neighbouring zones and larger periods (greater than 0.5 s) in thicker Holocene alluvial fans. A relationship T = (0.049 ± 0.001)N, where T is the natural period of swaying motion and N is the number of storeys, has been empirically obtained by using microtremor measurements at the top of 38 RC buildings (ranging from 2 to 9 storeys). 1‐D simulation of strong motion on different soil conditions and for several typical RC buildings were computed, using the acceleration record in Adra town of the 1993 earthquake. It is noteworthy that all the aforementioned results show the influence of site effects in the degree and distribution of observed building damage. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

一维积云模式初始参数优化的研究   总被引：2，自引：0，他引：2  

郑淑真  曾光平  隋平  张长安  何观芳 《气象》2002,28(2):13-16

福建省人工增雨指挥系统在预报积云降水和评估增雨效果中曾采用一维时变积云模式。关于该模式初始场的确定 ,考虑到不同天气类型对模式初始参数的影响 ,并采用了以确定敏感参数为主 ,综合考虑其他影响参数为辅的方法。经分类调试 ,证明了一维模式初始场确实与天气类型有关 ,并得到旱期降水预报率大于 75%和可预报积云云顶高度的结果。通过对模拟云和实测云高度的线性回归分析 ,以及经拟合敏感参数初始扰动温度与平均地面最高气温 ,均存在较好的相关。  相似文献