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高喷灌浆在长善垸浏阳河防洪大堤第四系松散地基的防渗、加固中效果显著,与其它防渗措施比较,其施工速度快,成本低,在深度覆盖层堤基防渗中显示出无可比拟的优越性。 相似文献
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在水利工程中,采用明渠输配水为常见形式,在黔中水利枢纽工程输配水区中明渠主要采用C10细石混凝土砌毛石结合10 cm厚薄壁防渗混凝土形式组成。因此,防渗混凝土施工质量对明渠防渗至关重要,通过其施工特点分析,探讨如何提高施工质量,以期对类似工程施工具有启示及借鉴。 相似文献
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渠道防渗是降低渗水漏水量,提高渠道使用率和水资源利用率的主要控制因素。既能保障水利工程安全,又是一项重要的节水工程技术,要求防渗效果有一定的耐久性。针对传统施工方法、计算方式、施工工艺中存在的弊端进行了分析。结合水利渠道工程实践,对有效防渗进行分析和论述,以期为水利工程的渠道防渗施工提供有效可行方法,提高水资源利用率。 相似文献
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高频振锤薄壁板墙技术在砂层堤基的垂直防渗施工中得到了广泛应用。为探索一种适用于洞庭湖区砂砾石堤基的垂直防渗施工方法,对高频振锤薄壁板墙技术的施工工艺、流程等进行了一些改进,实现了施工全过程的计算机控制。将改进后的工法应用到周家湾堤段试验工程中,并采用围井检测、钻孔取芯、测压管监测等手段检验了超薄防渗墙的成墙效果。结果表明,改进后的高频振锤薄壁板墙技术具有成墙连续、完整,防渗效果好、工效高、造价低等特点,是一种适用于处理砂砾石堤基的垂直防渗技术,可用于处理洞庭湖区及其他具有类似地质特征的堤防防渗工程。 相似文献
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高喷灌浆在长善垸浏阳河防洪大堤第四系松散地基的防渗、加固中效果显著，与其它防渗措施比较，其施工速度快，成本低，在深度覆盖层堤基防渗中显示出无可比拟的优越性。 相似文献
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岳普湖乡镇干渠作为岳普湖县的重要输水干渠,其对岳普湖县的水资源供应,农作物生长、区域内农牧民的收入水平有直接的影响。从岳普湖地区的水文地质环境、防渗施工实际出发,对岳普湖乡镇干渠下游的防渗工程进行设计规划,提出在渠道土方工程、碎石垫层铺筑、土工膜铺设、现浇砼施工等施工方案,在施工中注意节能、水土保持、环境保护。 相似文献
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Ian P. Tunbridge 《Sedimentary Geology》1983,36(1):15-23
Horseshoe Park Fan covers 70 ha and formed in a few hours after a dam broke in the Rocky Mountain National Park, U.S.A. Sediments range from coarse boulder beds up to 10 m thick, to gravel braid bars, braided stream sands, sandy sheet sands, and finally fine distal sands and desiccated muds. The horizontal transition from boulders to mud occurs in only 1.5 km. 相似文献
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某尾矿坝毛细水带内的坝体材料物理力学特性研究 总被引：1，自引：0，他引：1
毛细水的存在将使尾矿坝坝体材料的物理力学特性发生较大变化,这种变化对尾矿坝的安全稳定势必产生影响,而国内外在此方面的研究工作却鲜有报道。为此,开展了某尾矿坝坝体材料现场取样、室内土工试验工作,并采用自制的毛细水带分层取样试验装置开展了长达6个月的毛细水上升测试工作,通过分层取样及土工试验,得到了毛细水带内尾矿砂的物理力学特性,进而系统地研究了毛细水带尾矿砂的含水率、重度、黏聚力、内摩擦角等物理力学指标随毛细水高度的变化特征。研究发现,毛细水带内尾矿砂的含水率和重度均随毛细高度而减小;黏聚力和内摩擦角的变化均随毛细高度和含水率呈先增大后减小的变化规律,其中内摩擦角的变化规律与以往相关研究所得结论并不完全相符,分析指出,这是由于毛细水和尾矿砂颗粒的表面特性所导致的;简要分析了抗剪强度随毛细高度的变化规律,发现其受毛细作用影响较大,呈先增大后减小的变化趋势。研究结果为坝体、边坡等工程的稳定性研究工作提供了一种新思路,为今后建立考虑毛细水作用下尾矿坝稳定性分析方法和理论奠定了基础。 相似文献
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劈裂式灌浆技术在孤石滩水库闸坝接头段隐患处理中的应用 总被引：2，自引：0，他引：2
针对闸坝接头段粘土心墙质量不合格、存在大量裂缝等问题,拟采用充填式灌浆法进行处理,但充填式灌浆试验结果表明：灌浆压力太小,不能灌进浆液。根据闸坝接头段粘土心墙中有2道刺墙、坝基为红色砂岩、溢洪道左侧闸墙等特殊情况,通过白氏“孔底注浆、全孔灌注”劈裂式灌浆的反复试验,表明在常规灌浆压力条件下,对坝体粘土心墙中下部段亦无法灌进浆液;在加强各项观测工作,严格控制坝顶劈裂缝某点最大宽度,使之等于4 cm（规范规定为3 cm之内）,且回弹比大于80 %的条件下,进行了大幅度提高灌浆压力的试验,最终确定中部灌浆段施工灌浆压力为0.15～0.23 MPa,下部灌浆段为0.25～0.40 MPa。结果表明,灌浆效果很好。其一,灌浆1年半后,所灌浆液充填、固结较好,且与周边土体胶结较好,灌浆后粘土心墙质量有所改善;其二,灌浆后至今7年多,经多次洪水考验,闸坝接头段无异常。 相似文献
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Trace element and REE geochemistry of fine- and coarse-grained sands in the Ordos deserts and links with sediments in surrounding areas 总被引：1，自引：0，他引：1
Wenbo Rao Hongbing Tan Sanyuan Jiang Jiansheng Chen 《Chemie der Erde / Geochemistry》2011,(2):155-170
In addition to mineral analyses, REE and trace element geochemical characteristics of fine- and coarse-grained sands in the Ordos deserts and other sediments in surrounding areas are investigated.Commonly the samples consist of quartz, feldspar and muscovite and less clinochlore, dolomite and ankerite. In few samples muscovite is absent.REE and trace compositions are spatially uniform for the same grain-size sands, suggesting that they could have the same sources or/and were well homogenized. However, fine- and coarse-grained sands in the Ordos deserts show different REE and trace element compositions. Fine-grained sands show higher contents of REE and trace elements than those of coarse-grained sands. They differ in Eu anomalies and (La/Yb)N ratios although both fractions are characterized by the steep LREE and smooth HREE patterns. The fine- and coarse-grained sands are also distinct in some characteristic element ratios (e.g., Th/Co, La/Sc, Th/Sc and Y/Ni).REE and trace element patterns of the two different grain-size fractions are closely associated with geological properties of individual sources rather than the mineralogical differentiation induced by wind sorting. The coarse-grained sands mainly resulted from sandstone weathering in the Ordos deserts and movements of coarse particles by wind. REE and trace element patterns of fine-grained sands in the Ordos deserts differ from those of sandstones in the Ordos deserts, the alluvial sands in the surrounding mountains and the coarse fluvial sands in the Yellow River. They resemble the fine fluvial sands in the Yellow River. In addition, arid areas of Northwest China such as the Tarim Basin and the Alxa Plateau should not be ruled out as the source of the fine-grained sands in the Ordos deserts because these arid areas reserve plenty of fine-grained sediments and also located in the upwind directions of the Ordos deserts. 相似文献
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彭玉荣 《华北地质矿产杂志》1995,(4)
本文阐述了矿泉水形成与赋存条件，指出该矿泉水赋存于第四系中、上更新统中粗砂为主的孔隙中，属松散岩类孔隙水。该矿泉水水化学类型为重碳酸钙·镁型，锶、偏硅酸达到饮用天然矿泉水国家标准（ＧＢ８５３７－８７）的界限指标，属含锶－偏硅酸的重碳酸钙·镁型饮用天然矿泉水。 相似文献
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周鹏敏 《水文地质工程地质》2007,34(4):116-120
文章通过对劈裂式灌浆机理的分析,针对各类坝型的特点,从施工方法、灌浆工艺、灌浆参数等方面分别分析了劈裂式灌浆技术在粘土心墙坝、均质风化料坝、砂土坝、石碴坝等坝型中的应用及高水位条件下的灌浆效果,得出结论:劈裂式灌浆技术通过改良施工工艺和浆液比重,可加快施工进度,提高浆脉厚度至20~30cm,具有较高的应用价值。 相似文献
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土的工程分类是工程勘察和设计应用的关键问题之一。基于孔压静力触探测试（piezocone penetration test,简称CPTU）原位测试参数进行土分类是高效实用的方法。国内外现有分类方法的名称及标准与我国《水运工程岩土勘察规范》（JTS 133－2013）不符合。因此,建立基于CPTU原位测试参数、符合我国行业标准的土工程分类方法具有重要工程意义。在收集大量国内外水运工程CPTU测试资料的基础上,对比分析了616个间距小于5 m的CPTU测试孔和相应钻孔取样与室内土工试验成果。选择国内外7种常用的CPTU土分类图进行应用比较,发现这些土分类图所采用的应力修正计算方法在考虑浅层土体的有效上覆应力修正时存在一定的缺陷,通过引入新的应力修正方法和修正土分类边界线,建立了适合我国水运工程的CPTU土分类方法。对比应用分析表明,该分类图能够准确地进行水运工程土类划分,尤其适合于软土、粉细砂和中粗砂的划分,可作为我国水运工程的土工程分类方法。 相似文献
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Late Miocene fluvial sediment transport from the southern Appalachian Mountains to southern Florida: An example of an old mountain belt sediment production surge 
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下载免费PDF全文 Past geomorphological models assume that erosion of sediments from old mountain belts occurred at a relatively constant rate, based on comparatively uniform isostatic adjustment caused by unloading. Late Miocene strata of the south‐eastern United States provide an example of pulsed tectonism resulting in a surge in siliciclastic sediment production and transport. Regional tectonism (uplift of the southern Appalachian Mountains) and climatic conditions during the Late Miocene resulted in the long‐distance (up to 1000 km) fluvial transport of coarse siliciclastic sediments onto a stable carbonate platform in southern Florida. The sediments are unusual in that they are significantly coarser than marine‐transported sands in southern Florida, with discoidal quartz and quartzite clasts up to 40 mm in diameter locally present, and have relatively high potassium feldspar contents (up to 16% in some sample fractions), whereas feldspar is rare in modern Florida beach sands. It is suggested that previously documented rejuvenation of the southern Appalachian Mountains during the Middle to Late Miocene time, coupled with the Messenian sea‐level low, generated the increased rate of sediment production and necessary hydraulic gradient to allow rapid transport of coarse sediments. Tectonic influence on the river pathway in Florida, as well as in the southern Appalachian Mountains, may have maintained the river on the narrow carbonate platform. The Florida Platform during the Late Miocene must also have had a sufficiently wet climate to cause episodic transport of the coarse sediments. Siliciclastic sediment transport on the Florida Platform during the Late Miocene greatly differed from Pleistocene to modern conditions, which are dominated by the transport of fine‐grained sands by longshore marine processes. 相似文献
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The reduction in volume for unsaturated soils wetted at constant total stress is indicated as capillary collapse. Several studies conducted on standard laboratory specimens (macro-scale) outlined the role of initial void ratio, confining pressure and matric suction on collapse onset. Conversely, few observations were made at grain scale, although an important influence of soil structure has been supposed since years. This paper investigated the collapse of coarse and fine sands derived from a pyroclastic soil of Southern Italy. The X-ray computed tomography was used to identify the mechanisms acting at grain scale and to measure the local variations of soil structure. The experimental procedure consisted in preparing remoulded unsaturated specimens and reducing the matric suction until the collapse occurred under self-weight. At different stages of the process, the sample was imaged by X-ray tomography. The experimental results provided original insight into: (1) transformation of soil structure during the wetting tests; (2) variation of porosity, water content and degree of saturation for the whole specimen; and (3) local variations of those variables in several representative sub-volumes. It is worth noting that collapse of coarse sand specimen occurred before saturation. This was also emphasized by the presence of macro-voids at collapse. 相似文献