Laboratory determination of mechanical and hydraulic properties of chemically grouted sands     

Daniela Porcino  Vito Nicola Ghionna  Raffaella Granata  Vincenzo Marcianò 《Geomechanics and Geoengineering》2016,11(2):164-175

The purpose of this paper is to investigate mechanical and hydraulic properties of sands treated with mineral-based grouts through the results of a laboratory test programme consisting of unconfined compression tests (UCS), triaxial bender element tests (BeT) and constant flow permeability tests in triaxial apparatus. An improved apparatus was set up for obtaining high quality, multiple grouted specimens from a single column. Two selected natural sands having different grain sizes were grouted with two mineral-based silica grouts, resulting in different levels of improvement. The behaviour of the sands treated by mineral grouts, in terms of strength, initial stiffness and permeability, was compared with that exhibited by more traditional silicate grouts. The results of this study indicate that sands treated with mineral grouts result in higher strengths, higher initial shear modulus and lower permeability values than the sands treated with the silicate solution. The effect of grout type, effective confining pressure, and sand particle-size on small-strain shear modulus of grouted sand specimens was evaluated. Based on test results, the small strain shear modulus increment from treated to untreated specimens has been correlated with the unconfined compressive strength, obtaining a unique relationship regardless of grout type and grain-size of tested sands.  相似文献   

Effect of Moisture on Attraction Force in Beach Sand     

Tae-Hyung Kim  Stein Sture 《Marine Georesources & Geotechnology》2004,22(1):33-47

Beach sands located above the sea water level exist in an unsaturated, rather than a fully saturated or dry state. Within the unsaturated zone, a steep excavated surface can be sustained for some unknown but finite time, and some slopes may remain stable for extended time periods due to capillary forces. These observations clearly indicate small but nonzero values for attraction strength (tensile strength and cohesion) in unsaturated beach sands, especially apparent but not confined to settings where there are low stress levels. Thus, experiments were carried out to quantify the magnitude of attraction strength in moist sands (D_r = 30%) and to examine the variation of these values as a function of moisture content and presence of a small amount of fines. Tensile strength, which is significantly different from zero, increases with increasing moisture content and fines. However, the influences of fines on the tensile strength are substantially dependent on the water content. Apparent cohesion strength is also identified in moist sands. A simple relationship between tensile strength and apparent cohesion is proposed using the obtained data. This study would help to further understand the phenomenon of stability of beach sands.  相似文献   

江苏岸外辐射沙洲区沙岛形成过程的初步研究   总被引：6，自引：1，他引：6  

张忍顺  王艳红  吴德安  沈永明 《海洋通报》2003,22(4):41-47

江苏岸外辐射沙洲曾经历了由暗沙到明沙的发育过程，进入20世纪90年代后，近岸的沙洲由于持续淤高并高出大潮平均高潮位而成为沙岛。通过卫片判读和实地观测对沙岛自然属性和形成机制进行了初步研究，认为条子泥西部多年来的持续淤积和潮沟的稳定是沙岛形成的关键，而潮汐和风暴潮是沙岛形成的动力因素。沙岛的形成说明辐射沙洲的发育进入一个新阶段即成岛阶段，并标志着沙洲并陆过程的开始。  相似文献   

Formation waters discharge to rivers near oil sands projects          下载免费PDF全文

Jessica Ellis  Scott Jasechko 《水文研究》2018,32(4):533-549

Groundwater discharges in the western Canadian oil sands region impact river water quality. Mapping groundwater discharges to rivers in the oil sands region is important to target water quality monitoring efforts and to ensure injected wastewater and steam remain sequestered rather than eventually resurfacing. Saline springs composed of Pleistocene‐aged glacial meltwater exist in the region, but their spatial distribution has not been mapped comprehensively. Here we show that formation waters discharge into 3 major rivers as they flow through the Athabasca Oil Sands Region adjacent to many active oil sands projects. These discharges increase river chloride concentrations from river headwaters to downstream reaches by factors of ~23 in the Christina River, ~4 in the Clearwater River, and ~5 in the Athabasca River. Our survey provides further evidence for the substantial impact of formation water discharges on river water quality, even though they comprise less than ~2% of total streamflow. Geochemical evidence supporting formation water discharges as the leading control on river salinity include increases in river chloride concentrations, Na/(Na + Ca) ratios, Cl/(Cl + SO₄) ratios and decreases in ⁸⁷Sr/⁸⁶Sr ratios; each mixing trend is consistent with saline groundwater discharges sourced from Cretaceous or Devonian aquifers. These regional subsurface‐to‐surface connections signify that injected wastewater or steam may potentially resurface in the future, emphasizing the critical importance of mapping groundwater flow paths to understand present‐day streamflow quality and to predict the potential for injected fluids to resurface.  相似文献   

The role of snow processes and hillslopes on runoff generation in present and future climates in a recently constructed watershed in the Athabasca oil sands region     

Kelly M. Biagi  Sean K. Carey 《水文研究》2020,34(17):3635-3655

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Effects of topography on lofting gravity flows: Implications for the deposition of deep-water massive sands     

Christopher J. Stevenson  Jeff Peakall 《Marine and Petroleum Geology》2010

Hyperpycnal flows are generated in the marine environment by sediment-laden fresh water discharge into the ocean. They frequently form at river mouths and are also generated in proximal ice-melting settings and are thought to be responsible for transporting a large proportion of suspended river sediment onto and off the continental shelf. Hyperpycnal flows are an example of gravity currents that display reversing buoyancy. This phenomenon is generated by the fresh water interstitial fluid being less dense than that of the ambient seawater. Thus after sufficient particles are sedimented the flow can become positively buoyant and loft, forming a rising plume. Here we present results from physical scale-modelling experiments of lofting gravity currents upon interaction with topography. Topography, in the form of a vertical obstacle, triggered a localised lofting zone on its upstream side. This lofting zone was maintained in a fixed position until the bulk density of the flow had reduced enough to allow lofting along its entire length. The obstructed lofting zone is associated with a sharp increase in deposit thickness. By inference these experimentally established lofting dynamics are applied to improve understanding of the potential for hyperpycnal flows to deposit deep-water massive sands. This study provides a depositional mechanism by which large volumes of sand can be deposited in the absence of traction and the fines removed, leaving thick deposits of structureless sand with a low percentage of mud. This conceptual model for the first time provides a framework by which the geometries of certain deep-water massive sands may be predicted within specific depositional and basinal settings. This is crucial to our understanding of massive sand deposits in modern and ancient turbiditic systems and in the commercial evaluation of hydrocarbon potential of such sedimentary successions.  相似文献   

准噶尔盆地西北缘中生代油砂储层特征及成矿规律     

马小平  代振龙  孙海怀  范旭东  王璐 《地质论评》2023,69(Z1):281-282

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Recolonization and recovery dynamics of the macrozoobenthos after sand extraction in relict sand bottoms of the Northern Adriatic Sea     

Simonini R  Ansaloni I  Bonini P  Grandi V  Graziosi F  Iotti M  Massamba-N'siala G  Mauri M  Montanari G  Preti M  De Nigris N  Prevedelli D 《Marine environmental research》2007,64(5):574-589

The long-term effects of sand extraction on macrozoobenthic communities were investigated in an offshore area in the Northern Adriatic Sea characterised by relict sands formed during the last Adriatic post-glacial transgression. Surveys were carried out before, during and 1, 6, 12, 18, 24 and 30 months after extraction at three impacted and seven reference stations. The operations did not influence the physical characteristics of the sediment, but they caused almost complete defaunation at dredged sites. Univariate and multivariate analyses highlighted that the macrozoobenthic community responses to the dredging operations were (1) a rapid initial recolonisation phase by the dominant taxa present before dredging, which took place 6-12 months after sand extraction; (2) a slower recovery phase, that ended 30 months after the operations, when the composition and structure of the communities were similar in the dredged and reference areas. This pattern of recolonisation-recovery fits well with the commonly encountered scenario where the substratum merely remains unchanged after marine aggregate extraction.  相似文献   

钙质砂中模型桩的试验研究     

江浩  汪稔  吕颖慧  孟庆山 《岩土力学》2010,31(3):780-784

根据钙质砂中桩基工程的现状,针对取自南沙群岛永暑礁的钙质砂,设计一个室内模型试验装置来研究钙质砂中钢管桩的承载和变形性能以及影响因素,并进行了石英砂中的对比试验。试验结果表明,钢管桩在钙质砂和石英砂中的表现有着显著差异。钙质砂中钢管桩承载能力很低,仅为石英砂的66%～70%,钙质砂中桩身轴力衰减速率缓慢,桩侧摩阻力远远小于石英砂的,仅为石英砂的20%～27%,并具有深度效应,开口钢管桩和闭口钢管桩的桩侧摩阻力相差不大。同时表明,钙质砂中桩侧摩阻力对相对密度的变化没有石英砂敏感,受相对密度影响很小。由颗粒破碎引起的桩周水平有效应力的大幅降低是造成钙质砂中钢管桩桩侧摩阻力低的主要原因。  相似文献   

Découverte de structures périglaciaires (sand-wedges et composite-wedges) sur le site de stockage de déchets radioactifs de l'Aube (France)     

Pierre Antoine  Albert Marchiol  Marcel Brocandel  Yves Gros 《Comptes Rendus Geoscience》2005,337(16):444

Since 1990, a dense network of subvertical cracks has been observed at the upper part of the Albian sands of the site of radioactive waste storage operated by ANDRA. New studies carried out in 1999 during enlargement of the site of Soulaines and in 2003 on the nearby TFA site highlighted an especially well-developed network of periglacial features that are mainly of the sand-wedge type (subvertical stratified infill). These observations demonstrate the periglacial origin of these cracks, which are mainly superimposed on a dense network of former tectonic extension joints, and that rapidly disappear at the top of the underlying clays. In addition, these observations currently represent the only example of a large sand-wedge network developed during the Last Glacial in northern France. To cite this article: P. Antoine et al., C. R. Geoscience 337 (2005).  相似文献