共查询到18条相似文献，搜索用时 500 毫秒
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粉煤灰是燃煤火力发电厂的废弃物,由大小不等、结构疏松的非晶质玻璃相球形颗粒组成,其主要化学成分是铝硅酸盐,具有来源广和成本低等特点。在水热条件下,Holler和Wirsching首先利用粉煤灰与碱（NaOH或KOH）作用合成了沸石。针对油田封堵油层孔隙即改善注水井吸水效果的实际需求,在总结和吸取粉煤灰和沸石颗粒封堵油层孔隙矿场施工成功经验和不足基础上,探索了水热条件下粉煤灰部分转化为沸石的配方组成和工艺条件,研究了改性粉煤灰组成和外观结构特征,评价了改性粉煤灰的封堵效果,分析了改性粉煤灰封堵作用机理。研究结果对改善油层孔隙封堵效果、提高油田注水效率具有重要应用价值。 相似文献
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崂山湾潮间带食物网结构的碳稳定同位素初步研究 总被引：14，自引：3，他引：14
通过对1993年8月和1994年2和5月在崂山湾潮间带采集的底栖生物碳稳定同位素组成(δ13C值)的分析,发现该区底栖动物的主要食物来源以δ13C值大致可划分为4类:水体中的颗粒有机质(POM)、底栖硅藻、大型底栖藻类和底泥中的有机物质(SOM).研究结果表明,底栖动物的碳稳定同位素组成与其所摄食的食物的碳稳定同位素组成有密切的关系,因此,底栖动物的碳稳定同位素组成可以用于研究其食物来源.碳稳定同位素数据证实,双壳类等滤食性动物的食物来源主要是POM;甲壳动物的δ13C值的范围较大,证明其食物来源的多样性;底栖硅藻是多数腹足类食物来源的相当重要组成部分.用碳稳定同位素示踪剂对该区底栖-水体耦合作用的初步研究表明,水体中的POM是底栖动物的重要食物来源,但底泥中有机质和底栖硅藻也是许多底栖动物食物来源的相当重要的组成部分. 相似文献
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琼东南盆地陵水凹陷海底周期阶坎底形的特征及成因 总被引：1，自引：0，他引：1
海底周期阶坎底形一直是海洋地质关注的热点.本文基于285 km2三维地震资料对琼东南盆地海底周期阶坎底形几何构型(波长、波高、迎流面长度、背流面长度、迎流面夹角和背流面夹角)及形成机理进行了分析.研究区位于上陆坡(2°～14°),发育一条NE-SW水道,宽6.5 km,深35 m.水道内外均发育周期阶坎,剖面上具有波状... 相似文献
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本文阐述了海洋工程水下软土地基加固处理的实用方法:振冲法、真空预压法、高压旋喷法、爆破法、土工织物法、强夯法以及水泥石灰系拌和法.并对这些方法的施工研究及注意问题进行了专题详述. 相似文献
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无公害魁蚶底播增养殖稳产新技术 总被引：8，自引：0，他引：8
针对魁蚶目前底播增殖中存在的技术问题,详细叙述了通过底播海区的选择和整理、底播苗种的规格、底播时间、底播密度、方法及管理等一系列新技术的运用,使魁蚶底播增养殖达到无公害、稳产生产水平,取得了比较好的底播效果.实验结果对推动魁蚶增养殖业持续、稳定、健康发展,起到积极作用. 相似文献
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海洋石油钻井平台是海洋油气勘探开发的重要手段,其安全就位和稳定施工,与井场区海底的工程地质条件密切相关。就事关平台安全的工程地质条件预测评价技术作了研究,评价预测了与自升式钻井平台稳定作业有关的软弱下卧地层的穿插和持力、海底斜坡条件下工程地质层稳定性、半潜式钻井平台的锚固力以及不同底质条件下海底底流的冲蚀。推荐了实践有效的半经验计算公式,为海洋石油钻井平台井场工程地质条件的稳定评价提供参考。 相似文献
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采用气嚢搬运沉箱上浮船坞和浮船坞坐底出运沉箱的施工工艺,施工效率高且安全可靠,该工艺已在沉箱施工中得到了广泛应用。结合浮船坞修理改造后首次应用于渤海重工30万吨级大型船坞工程实例,介绍了浮船坞出运沉箱技术的工艺流程和施工要点,对类似工程的施工具有一定的参考价值。 相似文献
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强夯在粉煤灰地基处理中的应用 总被引：1，自引：0，他引：1
粉煤灰海水湿排造陆是沿海地区粉煤灰利用的主要途径之一。但造陆以后属于软土地基，不能直接利用，必须对其进行地基处理，处理效果如何，需进行评价。本文研究强夯处理在青岛沿海粉煤灰排放区的应用，并采用载荷试验、圆锥动力触探试验、室内实验等多种方法对强夯处理效果进行检测。检测结果表明，强夯处理后粉煤灰地基土能够达到设计的150kPa要求，为海水湿排粉煤灰造陆地基处理方法的应用和处理效果检测提供了借鉴。 相似文献
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Lime migration studies in marine clays 总被引：3，自引：0，他引：3
Weak marine clay deposits are present in several regions of the world and they are imposing severe problems for structures founded in these deposits. The use of lime to improve the properties of these soft deposits is not new. In the present investigation, a test programme was carried out to study the migration of lime into the marine clay from the installed lime columns and lime slurry injected points. The formation of various cementation compounds due to soil-lime reactions were identified by X-ray diffraction studies and the attributed changes occurring in the engineering properties of the soil systems were studied. The test results indicate that a sufficient amount of lime is diffused into the soil systems with time and the presence of excessive sodium ions in sea water does not retard the effective penetration of lime into the soil. It is suggested that both the lime-column and lime-injection techniques can be conveniently used to improve the behaviour of soft marine clayey deposits. For weak marine clays under large depths of water, the lime-injection technique is better suited. 相似文献
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In this study, research was conducted to examine the performance of the lime pile application, a deep chemical stabilization method to improve the engineering characteristics of marine soil deposits. By using a laboratory-scale model, the marine soil sample was compacted into soil blocks in circular steel test tanks, with the installation of lime piles in them. An experimental program examined the effect of lime piles on physical and engineering properties of the soil in terms of curing periods and lime pile radial distances. Test results showed that clay fines, linear shrinkage, compressibility, and swelling pressure decreased, while permeability, preconsolidation pressure, and stiffness increased significantly with an increase in curing periods and within a close distance to the lime piles. Also, the electrical resistivity of the treated soils was examined to monitor the changes in their electrical properties. Finally, the correlation between the measured electrical resistivity and swell pressure values of the tested soils at different curing periods suggested that the electrical resistivity values can be used as a monitoring technique for deep chemical treatments of the subsurface soil. 相似文献
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Compressibility behaviour of lime-treated marine clay 总被引：2，自引：0，他引：2
The necessity to tap natural marine resources from the ocean beds represents a considerable challenge for the construction of offshore structures on weak marine deposits. The use of lime to improve the behaviour of soft clays is not new. The present investigation examines lime-induced changes in the compressibility of marine clay. The test results indicate a reduction of 1/2 to 1/3 in the compressibility of the soil system within 30 to 45 days of treatment. The formation of various cementation compounds due to soil–lime reactions improves the soil characteristics with time. The results encourage the application of lime column and lime injection techniques to improve the engineering behaviour of soft marine clayey deposits. However, one has to be cautious in applying the lime technique to marine clays that contain sodium sulfate. 相似文献
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Permeability characteristics of lime treated marine clay 总被引：1，自引：0，他引：1
An attempt has been made to investigate the lime induced permeability changes in the permeability and engineering behavior of different lime column treated soil systems. Lime columns treated marine clay shows an increase in permeability up to a maximum value of 15–18 times that of untreated soil with time. The shear strength of the treated soil systems show an increment up to 8–10 that of untreated soil within a period of 30–45 days curing. In the case of lime injection systems, the permeability has been increased up to 10–15 times that of untreated soil, whereas the strength of the soil has been higher by 8–10 times that of untreated soil. Further, consolidation tests show a reduction in the compressibility up to 1/2–1/3 of original values. The test results revealed that both lime column and injection techniques could be used to improve the behaviour of underwater marine clay deposits. 相似文献
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合理掺加扮煤灰可有效改善砼工作性能和节约费用。研究了粉煤灰在砼中的作用,并对不同掺量砼进行了对比,结合其它资料从理论上对粉煤灰砼的性能进行了讨论。 相似文献
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Soft marine clay deposits pose several foundation problems and such weak clay deposits have been found both along seacoasts and in offshore areas spread over many parts of the world. We suggest using some chemical injection techniques to improve the engineering behaviour of soft underwater marine clays. A test programme was carried out by injecting lime into a soft marine clay in a test tank. The penetration of lime into the soil was established by taking a number of pH measurements and calcium oxide estimation from samples taken at various radial distances. The improvement in the plasticity characteristics of the soil has been verified by indices tests. Test results indicated the improvement in the strength and reduction in the compressibility of the soil with time. The beneficial changes that occurred in the soil have been attributed to the formation of cementation compounds and these compounds have been identified by using X-ray Diffraction Technique (XRD). The test results show good promise for the use of lime grouting in the treatment of weak marine clayey deposits. 相似文献
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The microstructure of lime-stabilized marine clay 总被引：2，自引：0，他引：2
The treatment of fine-grained soils with lime makes the soil system less sensitive to the changes in stress and other environmental factors. In the present investigation an attempt has been made to examine the nature of reaction products formed in a marine clay due to lime treatment using scanning electron microscopy (SEM) studies. The lime-induced microstructural changes in a marine clay have been investigated using SEM. The test results indicate that there is an overall improvement in the structure of the soil system resulting in a porous system due to the formation of new reaction products. 相似文献