弹性参数直接反演技术在储层流体识别中的应用     

李红梅 《物探与化探》2014,(5):970-975

叠前地震反演是目前应用于流体识别的主要技术,但在具体研究区储层地质地震特点的应用过程中,存在岩石物理基础研究薄弱、多解性等问题。为提高流体地震识别精度,以KD地区为例,开展了陆相碎屑岩典型储层的岩石物理基础、叠前地震反演技术研究及应用。利用河道砂岩实验室岩石物理测试数据,分析了岩性、物性及孔隙流体对岩石物理参数的影响;基于弹性阻抗方程,通过弹性参数直接反演获取对储层流体敏感的参数,对KD地区河道砂岩储层进行了流体识别,提高了流体地震识别精度,取得了较好的地质效果。  相似文献   

枫丹白露砂土的环境箱蒸发试验          下载免费PDF全文

宋卫康  丁文其  崔玉军 《水科学进展》2014,25(1):69-76

为研究土壤水分的蒸发机理,自主开发了大型环境箱试验装置,并以枫丹白露砂土为研究对象,室内模拟土壤水分的蒸发过程。该试验在控制大气参数和保持土壤底部水位稳定的条件下,对蒸发过程中大气参数（空气温度、相对湿度和流量）和土壤参数（土壤温度、基质吸力和体积含水量）的变化,特别是土壤表面基质吸力的变化进行了研究。同时根据试验结果对蒸发速率及累积蒸发量进行了计算分析。研究结果表明:蒸发主要限制在土壤浅层区域,浅层土壤的体积含水量和温度的变化均较大;空气温度和土壤蒸发过程对土壤温度的变化具有较大的影响;土壤表面空气相对湿度与蒸发过程具有相关性;土壤基质吸力随着蒸发的进行逐渐增大; 实际蒸发速率呈现3个阶段。  相似文献   

沧东-南皮凹陷舍女寺地区孔店组油层组沉积微相     

秦敏  王湘君  芦凤明  李勇  肖敦清  蒲秀刚 《四川地质学报》2014,(1):5-8

舍女寺地区位于沧东凹陷和南皮凹陷之间,西靠沧县隆起东与孔店构造带以鞍部相接,朵体范围较大。该目标区孔二段2油层组主要发育辫状河三角洲及水下扇沉积相,延伸至官158井。物源主要来自西侧沧县隆起地区。本文通过砂体联井与代表井岩性及测井特征分析对该地区沉积微相进行详细研究。  相似文献   

陶鄂铁路路基坡面防冲刷设计原则研究     

赵慧敏 《中国勘察设计》2014,(2):76-79

陶鄂铁路路基填料主要采用风积沙,风积沙路基边坡在雨后极易遭到冲刷破坏。在分析边坡冲刷影响因素和冲刷破坏形成过程的基础上,本文重点对陶鄂铁路路基坡面防冲刷防护原则进行研究,针对不同的路基填筑高度,分别采用混凝土预制板、树枝沙障、混凝土六棱空心砖、骨架护坡等防护形式,可有效减少路基冲刷破坏,满足疏排水要求。  相似文献   

Discrete element analysis of uplift and lateral capacity of a single pile in methane hydrate bearing sediments     

《Computers and Geotechnics》2014

Methane hydrate (MH) is extensively found in outer continental margins where offshore infrastructures with pile foundations are also common. The presence of MHs significantly alters the mechanical properties of the host marine sediments, and therefore affects the behavior of piles inside. This paper presents an attempt to investigate the performance of a single pile in methane hydrate bearing sands in seabed using the distinct element method. A novel bond contact model was employed for sandy grains cemented by MHs at contacts, and calibrated from the triaxial compression tests on synthetic specimens of methane hydrate bearing sands. The response of the pile subjected to axial pullout loads and lateral loads was simulated under different subsurface conditions characterized by different saturation levels of MHs. The results show that the presence of MHs increases the uplift capacity of the pile by changing the failure mode of the soils from the perimeter failure to the conical failure. The uplift capacity of the pile significantly deteriorates as a result of de-bonding, while the onset of the rapid de-bonding triggers the softening of the uplift load. In addition, the lateral capacity of the pile largely increases due to the presence of MHs. The pile in methane hydrate bearing sands is considered flexible rather than rigid as a result of the increased deformation modulus of soils due to MH cementation between particles. The lateral load–displacement diagram of the pile in methane hydrate bearing sands is not as smooth as that in clean sands with an abrupt drop associated with the onset of de-bonding.  相似文献   

海南岛周边海砂资源勘查进展及选区建议          下载免费PDF全文

仝长亮  宋家伟  邓开章  韩孝辉  王爱军  汪亚平 《海洋学研究》2022,40(3):33-48

  相似文献   

新疆S214省道防沙体系对近地表风沙流的影响          下载免费PDF全文

李生宇  李文明  孙熠  赵淳宇  俞祥祥  王海峰  王世杰  屈磊 《干旱区地理》2022,45(4):1093-1102

对新疆S214省道台特玛湖干涸湖盆段防沙体系内外的风沙流输沙和风速进行了同步观测,数据分析表明：观测时防沙体系中阻固沙带已拦截了大量风沙,虽近地表风速被削弱程度不大,但风沙流输沙的43.26%仍可被防沙体系所拦截和固定,而剩余部分则可借助路侧输沙带的较大风力输移到公路下风侧,且不产生路面沙害,表明阻-固-输结合型防沙体系非常适宜单风向强风沙环境。S214省道防沙实践可为其他强风沙环境公路防沙提供重要借鉴经验。  相似文献   

水泥复合偏高岭土稳定粉砂土力学特性试验研究     

谷雷雷 《地质与勘探》2024,60(1):148-155

使用低成本高硅铝矿物掺合料可在提升水泥土工程性能的同时降低水泥用量。通过开展系列抗压强度试验研究了水泥偏高岭土掺比、水/水泥偏高岭土比、凝胶总掺量和养护龄期对水泥复合偏高岭土稳定粉砂土抗压强度的影响规律,归纳了水泥复合偏高岭土稳定粉砂土的强度经验公式。结果表明：将水泥和偏高岭土按质量比5:1混合用于粉砂土稳定时可获得最佳强度提升,节约1/6水泥消耗,且该掺比关系不因凝胶总掺量变化而改变;水泥复合偏高岭土稳定粉砂土抗压强度随水/水泥偏高岭土比增加近似线性降低,随凝胶总掺量增加线性提升,随龄期发展而提高,其28天强度增加趋势仍未趋缓;总结归纳了四个关于强度影响因素的经验预测公式。该研究成果可为水泥偏高岭土用于复合稳定工程软弱土提供理论参考。  相似文献   

Performance of square footing with structural skirt resting on sand     

《Geomechanics and Geoengineering》2013,8(4):271-277

The paper presents the performance of a square footing with a structural skirt resting on sand and subjected to a vertical load through an experimental study. A series of tests were conducted in a model test tank to evaluate the performance in terms of improvement in bearing capacity and reduction in settlement of a square footing with and without a structural skirt. The results of the study reveal that this type of reinforcement increases the bearing capacity, reduces the settlement and modifies the load settlement behaviour of the footing. The various factors influencing the bearing capacity improvements and settlement reduction using a structural skirt are identified. Skirt factors are proposed which can be introduced into the general ultimate bearing capacity equation for a square footing resting on sand. The predictions made through the modified equation are in reasonable agreement with the experimental results. The bearing capacity of square footing is increased in the range of 11.2 to 70%. The improvement in bearing capacity decreases with the increase in base roughness of the footing. Further, an equation for a settlement reduction factor is proposed which can be used to calculate the settlement of the square footing with structural skirt resting on sand. The settlement reduction factor (SRF, defined as the ratio of settlement of footing with structural skirt to the settlement of footing without structural skirt at a given load) was in the range 0.11 to 1.0 depending on applied load and skirt depth ratio with the use of a structural skirt. The results further reveal that for a given depth of the skirt, the settlement reduction factor decreases with the increase in applied load. The improvement in the bearing capacity and reduction in settlement of a square footing with a structural skirt resting on sand are dependent on the geometrical and structural properties of the skirt, footing, sand characteristics and interface conditions of the sand–skirt–footing system.  相似文献   

风沙流对植物生长影响的研究   总被引：19，自引：1，他引：19  

于云江  史培军  贺丽萍  刘家琼 《地球科学进展》2002,17(2):262-267

在中国乃至全球，风沙活动都十分频繁，它直接影响着风沙地区植物资源的可持续利用与发展，因此，研究风沙流对植物生长的影响十分必要。以往，相关的研究主要是围绕沙漠逆境的综合条件（如降水、温度、湿度、土壤水分、养分等综合因子）进行的，研究内容涉及植物的生理、生化、物质代谢以及生态适应性等。但国内外就风沙流单因子对植物生理生化影响的研究还没有深入展开，为此，作者利用野外风洞条件，就不同风况下的风沙胁迫对某些植物生长特征的影响进行了实验研究；结果表明：风沙流胁迫可使植物的净光合速率（Pn）、气孔导度（Cs）、叶温（Tl）、叶片水势（Wp）降低，使蒸腾速率（Tr）升高；且风速越大，吹风间隔越短，这些参数变幅越大；风沙流比净风的影响更大。风沙流能降低试验植物的水分利用率，进而增加植物的干燥作用；同时可使脯氨酸含量增加。由于风沙流运动和植物的复杂多样性，因此这个研究领域还有许多问题需要探索。  相似文献