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1.
油井套管往往处于管内外复杂的受力环境下,揭示和分析这些因素对套管抗挤能力的影响就显得非常重要,并可为套管强度设计提供理论依据。根据套管在受到外部非均匀载荷和内压作用下的受力特点和材料力学理论,建立了单位长度的理想圆管的环向应力的计算模型,得到了套管内外壁的环向应力分布规律。计算结果表明：套管发生破坏失效位置在圆周方向与最大水平地应力成90°角的内壁上。依据Von Mises屈服准则由失效点得到了非均匀外挤载荷和内压作用下套管屈曲时抗外挤能力的新公式。实例计算表明：在影响套管的抗挤能力的因素中,外载荷的非均匀系数对套管抗外挤能力影响最大,外载荷的非均匀系数越大,套管抗外挤能力下降得越快;在外载荷非均匀性较小的条件下,提高套管外载荷承载能力可通过增大内压和减小套管径厚比来实现。 相似文献
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目前大多数油井套管的损坏很大程度上是由非均匀载荷引起的,外载荷的非均匀性等因素大大降低了套管的承载能力,为此,揭示这些因素对套管抗挤能力的影响具有重要的实际意义。根据非均匀椭圆载荷作用下套管的受力特点,利用材料力学理论建立了理想套管的环向应力计算模型,分析了套管的应力分布规律,结果表明：套管承载的危险点为圆周方向与最大水平地应力成90°夹角的内壁上,与有限元数值模拟结果有着很好的一致性。并以危险点应力状态为依据,得到了套管在不同的非均匀载荷下的等效外挤压力计算的新公式。计算结果表明,椭圆载荷中的非均匀部分对套管等效外挤压力影响极大;外载荷非均匀度越大,径厚比越大,套管承受外挤载荷能力越差,越容易发生挤毁失效。 相似文献
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在含水率大、抗剪强度低的淤泥中采用抛石挤淤的办法加固地基或建造围埝,处理效果好且经济效益显著,因此得到了广泛地应用。抛石在软弱地基中下沉,直至其重力与地基承载力平衡为止。挤淤所形成截面的形状及抛石下沉深度的计算是此项研究的重点,基于抛石截面为倒梯形和矩形两种形状的假定,考虑淤泥表面隆起对承载力的影响,利用土体极限平衡理论,推导出抛石挤淤深度与抛石高度的关系。通过抛石挤淤的模型试验和现场挤淤的数据,分析比较两种假定下挤淤公式的准确性和适用性,试验结果与公式吻合性很好,该研究结果可为相关工程的设计和施工提供参考。 相似文献
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通过对挤扩支盘桩和常规泥浆护壁钻孔灌注桩两种桩型的对比分析，前者具有承载力高、用料省的优点。介绍了挤扩支盘桩的成桩工艺，并对其单桩承载力进行了计算。经载荷试验检测，挤扩支盘桩单桩极限承载力〉5000kN，累计沉降量仅25mm，完全满足设计要求。 相似文献
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本文通过用２：８灰土挤密桩处理湿陷性黄土地基的几个典型工程试验成果的分析与总结，揭示了灰土桩复合地基承载力的相应公式，为灰土挤密桩地基设计提供了更为方便的，切合实际的计算方法，便于工程设计人员使用。 相似文献
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用标贯击数确定抗液化振动挤密砂桩的间距 总被引：2，自引：0，他引：2
在考虑了抗液化振动挤密砂桩的侧向和竖向加密的同时,又考虑了砂桩的充盈系数对加固作用的影响,从而提出了一种基于抗震规范的液化判别方法,根据标准贯入击数确定抗液化振动挤密砂桩间距的经验关系。 相似文献
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本文通过用２：８灰土挤密桩处理湿陷性黄土地基的几个典型工程试验成果的分析与总结，揭示了灰土桩复合地基桩土应力比值ｎ与荷载、相对应变之间的关系，给出了在允许承载力下ｎ值的大小及计算桩间土承载力和复合地基承载力的相应公式，为灰土挤密桩地基设计提出了更为方便的、切合实际的计算方法，便于工程设计人员使用． 相似文献
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A Barremian microflora is recorded in the terrigenous facies (Weald) of the Lower Cretaceous in the northern region of the Province of Valencia (Spain), these beds have been poorly dated up to now due to the absence of fossils. The Villar del Arzobispo microflora correspond unquestionably to the Barremian-Aptien period, but the numerical importance of derived forms from the Jurassic, the remarkable variety of forms of Cicatricosisporites, and the rareness of pollen of Angiosperms, indicate a Barremian age to be more likely.This discovery permits us to establish the stratigraphical relationship of this terrigenousfacies of Villar del Arzobispo with the dated “Weald” of other areas of the Iberian Chain and to give a complete chrono-stratigraphical interpretation to the different litho-stratigraphical units that constitute the Lower Cretaceous of this region. 相似文献
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苏皖坡缕石粘土中蛋白石特征及其成因意义 总被引：1，自引：0，他引：1
TEM和XRD研究表明，在苏皖坡缕石粘土矿床的蛋白石坡缕石层中存在0pal-A和0pal-CT两种结构的蛋白石。蛋白石坡缕石层主要含坡缕石、opal-A、opal-CT，以及少量白云石和其它矿物，由富opal-A层和富opal-CT层互层组成，交互层的厚度在几个厘米左右。蛋白石坡缕石层中的矿物基本是自生矿物，从蒸发湖水中化学沉淀形成。矿物组成特征研究表明，蛋白石坡缕石层的矿物组分(Si、Mg、Al)来源于盆地周围玄武岩淋滤的浅层地下水。根据Opal-A和Opal-CT溶解度图解和城缕石、白云石形成物理化学条件图解，当湖水具有高浓度溶解SiO2和Mg^2 时，有利于opal-A和坡缕石形成，当湖水具有低浓度溶解SiO2时，有利于opal-CT结晶。因此，沉淀SiO2的结构状态取决于地下水补给的湖水溶解SiO2浓度。富opal-A和富opal-CT交互层的形成是古气候、古水文周期性变化的指示。富opal-CT层指示高地下水补给流入量，低蒸发量，湖水低盐度和溶解组分，代表湿润气候时期；而富opal-A层代表低地下水补给流入量，高蒸发量，高溶解组分浓度，代表干旱气候时期。 相似文献
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Claude Boutron Kevin Rosman Carlo Barbante Michael Bolshov Freddy Adams Sungmin Hong Christophe Ferrari 《Comptes Rendus Geoscience》2004,336(10):847-867
The investigation of the occurrence of lead in dated snow and ice from Greenland and Antarctica has played a major role in our understanding of the history of the pollution of the atmosphere of our planet by this metal. Such studies have however proved to be very demanding, mainly because of the extreme purity of polar snow and ice. Reliable measurements can be obtained only if ultra-clean and highly sensitive procedures are used, as pioneered by Clair Patterson. The Greenland data show evidence of large-scale pollution of the atmosphere of the Northern Hemisphere for lead as early as two millennia ago during Greco–Roman times, especially because of mining and smelting activities in southern Spain. It peaked at the end of the 1960s, with lead concentrations in snow about 200 times higher than natural values, before declining during recent times because of the fall in the use of leaded gasoline. Lead pollution in Antarctica was already significant at the end of the 19th century as a consequence of whaling activities, the traffic of coal-powered ships crossing the Cape Horn, and mining activities in South America, South Africa and Australia. After declining because of the opening of the Panama Canal, the great economic depression and World War II, it reached a maximum during the 1980s, with lead concentrations 20 times higher than natural values. Other studies focus on past natural variations of lead in ancient ice dated from the last climatic cycles. To cite this article: C. Boutron et al., C. R. Geoscience 336 (2004). 相似文献
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Summary Finite element analyses were conducted to investigate the magnitude of tensile strains imposed on landfill liners due to the
formation of subsurface cavities. The study incorporated the significance of using geogrids to reduce the magnitude of strains
and possibly the potential for collapse of landfill liners. Variations of key parameters included depth of overburden (D) and diameter of the cavity (B). Estimated stress distributions were compared to theoretical values obtained from a model reported in the literature.
Results indicated that, contrary to conventional wisdom, the critical area based on the mechanics of arching was above the
edge of the cavity where stress concentration occurred. Incorporation of geogrid reinforcement reduced the magnitude of tensile
strains. The tensile force in the geogrid was dependent upon the size of the cavity, the depth of the overburden, and the
applied pressure. 相似文献
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This paper concerns the evaporite units, depositional systems, cyclicity, diagenetic products and anhydritization patterns of the Calatayud Basin (nonmarine, Miocene, central Spain). In outcrop, the sulphate minerals of these shallow lacustrine evaporites consist of primary and secondary gypsum, the latter originating from the replacement of anhydrite and glauberite. In the evaporative systems of this basin, gypsiferous marshes of low salinity can be distinguished from central, saline lakes of higher salinity. In the gypsiferous marsh facies, the dominant, massive, bioturbated gypsum was partly replaced by synsedimentary chert nodules and siliceous crusts. In the saline lake facies, either cycles of gypsiferous lutite‐laminated gypsarenite or irregular alternations of laminated gypsum, nodular and banded glauberite, thenardite and nodular anhydrite precipitated. Early replacement of part of the glauberite by anhydrite also occurred. Episodes of subaerial exposure are represented by: (1) pedogenic carbonates (with nodular magnesite) and gypsiferous crusts composed of poikilitic crystals; and (2) nodular anhydrite, which formed in a sabkha. Additionally, meganodular anhydrite occurs, which presumably precipitated from ascending, highly saline solutions. The timing of anhydritization was mainly controlled by the salinity of the pore solutions, and occurred from the onset of deposition to moderate burial. Locally, a thick (>200 m) sequence of gypsum cycles developed, which was probably controlled by climatic variation. A trend of upward‐decreasing salinity is deduced from the base to the top of the evaporite succession. 相似文献
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Alan M. Jacobs 《Mathematical Geology》1971,3(3):227-238
Relative percentages of sand, silt, and clay from samples of the same till unit are not identical because of different lithologies in the source areas, sorting in transport, random variation, and experimental error. Random variation and experimental error can be isolated from the other two as follows. For each particle-size class of each till unit, a standard population is determined by using a normally distributed, representative group of data. New measurements are compared with the standard population and, if they compare satisfactorily, the experimental error is not significant and random variation is within the expected range for the population. The outcome of the comparison depends on numerical criteria derived from a graphical method rather than on a more commonly used one-way analysis of variance with two treatments. If the number of samples and the standard deviation of the standard population are substituted in at-test equation, a family of hyperbolas is generated, each of which corresponds to a specific number of subsamples taken from each new sample. The axes of the graphs of the hyperbolas are the standard deviation of new measurements (horizontal axis) and the difference between the means of the new measurements and the standard population (vertical axis). The area between the two branches of each hyperbola corresponds to a satisfactory comparison between the new measurements and the standard population. Measurements from a new sample can be tested by plotting their standard deviation vs. difference in means on axes containing a hyperbola corresponding to the specific number of subsamples used. If the point lies between the branches of the hyperbola, the measurements are considered reliable. But if the point lies outside this region, the measurements are repeated. Because the critical segment of the hyperbola is approximately a straight line parallel to the horizontal axis, the test is simplified to a comparison between the means of the standard population and the means of the subsample. The minimum number of subsamples required to prove significant variation between samples caused by different lithologies in the source areas and sorting in transport can be determined directly from the graphical method. The minimum number of subsamples required is the maximum number to be run for economy of effort. 相似文献
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1 IntroductionThe term“Environmental Geochemical Baseline(EGB)”first appeared in the International Geochemi-cal Mapping Program (IGCP259) and the InternationalGeochemical Baseline Program (IGCP360) of Interna-tional Geography Contrast Program. The defin… 相似文献
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Discontinuities such as fractures or cracks are common in geo-materials. Connectivity is a comprehensive parameter that includes the influence of length, orientation and density of the discontinuities. The main objectives of this paper are to define connectivity based on the statistical geometrical parameters of a network of random discontinuities and to quantify the hydraulic properties of the network using connectivity. An analytical method is first proposed to evaluate connectivity through the density of degree of freedom (DDOF). The analytically estimated DDOF is verified using numerical analysis. DDOF increases with the increases in the mean length, relative orientation and density of the random discontinuity network. Connectivity becomes better and the permeability becomes larger with increasing DDOF. The representative element volume (REV) of a random discontinuity network can be estimated based on connectivity. When a discontinuity network is poorly connected, a REV does not exist when the size of the discontinuity network is smaller than 10 times of the mean length of the discontinuities. When a discontinuity network is normally connected, a REV exists when the REV size is smaller than 10 times of the mean length of the discontinuities. When the discontinuity network is highly connected, the REV size is only 2–4 times of the mean length of the discontinuities. The results indicate that DDOF is a good indicator to quantify the connectivity of a random discontinuity network and the relationship between connectivity and permeability. 相似文献
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Jan Drzymala Janusz Kapusniak Piotr Tomasik 《International Journal of Mineral Processing》2003,70(1-4):147-155
Potato starch and dextrins resulting from thermolysis of potato starch in the absence of reagents and presence of
-amino acids are promising depressants for separation of lead and copper minerals present in the Polish industrial copper concentrates. The polysaccharides were used for differential xanthate flotation of the final industrial concentrates produced by flotation with sulfhydryl collectors in the absence of depressants. The polysaccharides depressed galena and provided froth concentrate rich in chalcocite and other copper minerals as well as cell product containing lead minerals. The best results of separation were obtained in the presence of plain dextrin prepared by a thermal degradation of potato starch. The industrial concentrate containing 18.5% Cu and 5.5% Pb was divided into a froth product containing 38.1% Cu with 77% recovery of copper and a cell product assaying 7.3% Pb with 83% recovery of lead. It was accomplished using 2500 g/t of dextrin, 50g/t of potassium ethyl xanthate, and 50 g/t of frother (α-terpineol). The pH of flotation was 8.0–8.2. 相似文献