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1.
近年来煤矿奥灰治水注浆定向钻进技术发展迅速,多分支超深水平注浆孔数量激增。在水平注浆孔施工过程中,普遍存在地层漏失量大,泥浆突然失返,小径钻孔裸孔段长,水平段孔眼轨迹复杂,控制难度大,靶点技术误差要求严,定向仪器、工具等价格昂贵,施工风险相对较高,极易发生埋钻卡钻事故。一旦发生卡钻事故,就会面临着处理周期长、处理难度大等问题,传统的卡埋钻处理方法在水平注浆孔中应用效果不明显。通过采用空压机输送压缩空气,破坏水平孔着床的沉砂结构,将着床的沉砂吹出孔外或吹入地层裂隙,成功地实现了解卡。总结了水平注浆孔施工中卡埋钻事故的预防措施。  相似文献   
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The Cassini Visual and Infrared Mapping Spectrometer (VIMS) is an imaging spectrometer covering the wavelength range 0.3-5.2 μm in 352 spectral channels, with a nominal instantaneous field of view of 0.5 mrad. The Cassini flyby of Jupiter represented a unique opportunity to accomplish two important goals: scientific observations of the jovian system and functional tests of the VIMS instrument under conditions similar to those expected to obtain during Cassini's 4-year tour of the saturnian system. Results acquired over a complete range of visual to near-infrared wavelengths from 0.3 to 5.2 μm are presented. First detections include methane fluorescence on Jupiter, a surprisingly high opposition surge on Europa, the first visual-near-IR spectra of Himalia and Jupiter's optically-thin ring system, and the first near-infrared observations of the rings over an extensive range of phase angles (0-120°). Similarities in the center-to-limb profiles of H+3 and CH4 emissions indicate that the H+3 ionospheric density is solar-controlled outside of the auroral regions. The existence of jovian NH3 absorption at 0.93 μm is confirmed. Himalia has a slightly reddish spectrum, an apparent absorption near 3 μm, and a geometric albedo of 0.06±0.01 at 2.2 μm (assuming an 85-km radius). If the 3-μm feature in Himalia's spectrum is eventually confirmed, it would be suggestive of the presence of water in some form, either free, bound, or incorporated in layer-lattice silicates. Finally, a mean ring-particle radius of 10 μm is found to be consistent with Mie-scattering models fit to VIMS near-infrared observations acquired over 0-120° phase angle.  相似文献   
4.
不同软基处理方法适用性比较   总被引:8,自引:0,他引:8  
总结分析了国内外现有的软土地基处理的各种方法。通过对采用不同方法进行软基处理的工程实例处理效果的定量对比,发现不同软基处理方法的适用性差异很大,多数工程中仅用一种方法很难达到设计要求,而两种或多种方法联合则可望取得更好的效果。  相似文献   
5.
Zooplankton sampling has been carried out by the Continuous Plankton Recorder (CPR) survey since the 1930s enabling the study of long-term changes in plankton populations, the elucidation of seasonal patterns of abundance, and more recently providing zooplankton biomass estimates for ecosystem models. Data for zooplankton abundance collected by CPR tows in the Western English Channel (between 1988 and 1998) were compared to vertically integrated samples collected from station L4 off Plymouth, UK. Comparisons were made for locally abundant copepods (including Acartia, Calanus, Para/Pseudocalanus, Centropages, Oithona and Temora) collected by CPR and WP-2 nets. All dominant species recorded at L4 were also common to the CPR data. However, the position of the taxa in the two datasets was not equivalent. Seasonal cycles revealed by CPR data were significantly similar to those recorded throughout the water column at L4 for most taxa. However, absolute levels of abundance differed for the two datasets: abundances were underestimated by CPR samples when compared to those of vertically integrated samples by a factor of between 2 and 35, with the exception of Centropages. The differing mesh sizes (200 and 270 μm) of the WP-2 net and CPR mesh could only partially explain these differences in abundance, implying that the behaviour of individual taxa and their depth in the water column also influenced the abundance recorded.  相似文献   
6.
ENSO对天目山柳杉树轮同位素的影响   总被引:8,自引:0,他引:8  
在Nin↑~o3,4区SST序列和Jones等的SOI序列基础上,通过主分量分析方法建立了一个ENSO指数序列。并与根据天目山柳杉树轮碳,氢同位素组成比所建立的树轮指数序列进行相关分析。结果表明,天目山树轮指数与ENSO指数有很好的相关性,尤其与前2年的ENSO指数相关显著。说明ENSO对该地区树木的生长和同位素的分馏有影响,也说明天目山地区的树木年轮对于ENSO事件具有一定的记录能力。  相似文献   
7.
In order to understand the actual formation process of the North Pacific Intermediate Water (NPIW), structure of subsurface intrusions of the Oyashio water and the mixing of the Oyashio and the Kuroshio waters in and around the Kuroshio Extension (KE) were examined on the basis of a synoptic CTD observation carried out in May-June 1992. The fresh Oyashio water in the south of Hokkaido was transported into KE region through the Mixed Water Region (MWR) in the form of subsurface intrusions along two main paths. The one was along the east coast of northern Japan through the First Branch of the Oyashio (FBO) and the other along the eastern face of a warm streamer which connected KE with a warm core ring through the Second Branch of the Oyashio (SBO). The fresh Oyashio water extended southward through FBO strongly mixed with the saline NPIW transported by the Kuroshio in the south of Japan (old NPIW) in and around the warm streamer. On the other hand, the one through SBO well preserved its original properties and extended eastward beyond 150°E along KE with a form of rather narrow band. The intrusion ejected Oyashio water lens with a diameter of 50–60 km southward across KE axis and split northward into the MWR involved in the interaction of KE and a warm core ring, which were supposed to be primary processes of new NPIW formation.  相似文献   
8.
全程注浆在隧道穿越既有建筑物中的试验研究   总被引:6,自引:0,他引:6  
逢铁铮 《岩土力学》2008,29(12):3451-3458
厦门市成功大道工程是福建省2005年重点建设项目,项目由多座立交和两条特长城市隧道组成,其中莲前至梧村山隧道里程长度为3 700 m,采用双洞双向6车道标准.隧道在埔南工业区的685 m段采用跨度达34 m的浅埋连拱结构穿越地面67栋密集建构筑物.洞项至地表的覆盖层只有7~24 m,水文、地质较差,洞顶基本为杂填土和残积亚黏土层,洞底多为全、强风化花岗岩,地下饱和水位高(局部洞身地处海平面以下20 m左右),施工风险极大.为了保证既有地面建构筑物的安全,提出了以过程控制和过程恢复为核心的全过程注浆方案,并预留104#和105#拆迁房为试验楼,采取地面注浆和洞内注浆的方法来进行过程控制和房屋抬升的试验.在现场试验中,根据全过程注浆的思路,提出了建筑物安全风险控制标准.通过室内试验比较了不同浆液的注浆效果,分析实际施工中房屋摹础改造和地基注浆加固、动态跟踪注浆以及工后房屋恢复抬升的特点和效果.在注浆过程中进行实时的信息反馈和分析,进而了解注浆工艺和参数与地层加崮效果和建筑物抬升效果之间的关系,得出了一系列有意义的结论.试验结果为隧道后续穿越建构筑物施工提供经验和指导,研究思路可为类似的隧道穿越工程提供一定的参考.  相似文献   
9.
位于乌鲁木齐市南湖路以西的煤炭采空区面积达67 100.5m^2,区内构造从南到北主要由八道湾向斜和七道湾背斜组成,地层产状变化不大。该矿区开采较深,且采空区塌陷区有明显的地下水活动迹象。在对深孔大体积采空区注浆时,比较各种常见注浆治理方法,均存在不同的制约因素,故决定采用灌浆爆破压密法对采空区进行压实加固。经现场爆破试验,该区重复爆破次数在3~5次左右。灌浆爆破压密处理后,对不同土层进行取样对比分析,得到其相应密度(增加)及空隙比(减少)的变化分别为:杂填土14.1%,-7.9%;素填土5.9%,-3.3%;塌落煤层7.8%,-7.7%。根据压缩数据及现场测量,处理后的土体沉降2~4m,部分空体地段的沉降量达10~20m,治理效果明显。  相似文献   
10.
通过对焦煤集团九里山矿14101工作面底板突水经过的研究,认为工作面底板突水的水源是是Lg灰岩水,其直接补给水源为L2灰岩水,间接补给水源为O2灰岩水;导水通道为底板采动裂隙带。采取了在工作面打水闸墙,利用钻孔对采空区灌注骨料,增加水流阻力,切断导水通道,封堵水源,加固隔水层的地面注浆和井下工程相结合的综合治水方案。通过观察,工作面中间巷无水流出,突水前后水位变化明显,在较短时间内获得了堵水成功。取得了显著的经济效益和社会效益,为矿井突水治理积累了经验。  相似文献   
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