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1.
玛湖凹陷二叠系风城组是近几年准噶尔盆地页岩油接替的主攻领域,但其页岩成岩改造强烈,原始岩性归属尚不明确。X射线粉晶衍射测得风城组页岩黏土矿物含量普遍较低(<10%),长英质矿物含量较高(60%~80%)。薄片分析发现风城组长英质页岩存在三种类型:① 粉砂级(4~63 μm)长石和石英碎屑含量丰富,为典型的粉砂岩;② 燧石条带和团块发育,为富硅页岩;③ 长英质基质发育,呈非碎屑状,且火山尘及火山玻璃少见,其矿物组成和形态与典型的黏土岩、粉砂岩及沉凝灰岩明显不同。背散射图像和高精度扫描电镜测得该长英质基质由碎屑和自生石英、钾长石和钠长石共同组成,可见黏土矿物、碎屑钾长石和钠长石向自生石英转化,碎屑钾长石向自生钠长石转化。通过调研全球中新生代碱湖沉积中自生硅酸盐矿物组合特征和成岩演化规律,探讨了二叠系风城组“贫”黏土矿物和“富”自生长英质矿物的原因,并提出风城组发育一类“改造长英质页岩”,主要由原始黏土和长石碎屑矿物和火山物质经过多期成岩改造而成。早期高碱(pH>9)沉积和成岩环境增加了SiO2溶解度和元素铝的活性,导致黏土矿物、泥级—细粉砂级长英质碎屑、火山灰等在入湖后发生“溶解、转化”,形成次稳定的硅酸盐矿物,如沸石和含镁蒙皂石,在经历漫长埋藏成岩后进一步转化为更为稳定的石英、钾长石和钠长石。碱湖页岩的成岩改造过程消耗了黏土矿物和火山灰,极大增加了页岩脆性,同时伴生了大量基质溶孔和晶间孔,是一类优质的页岩储层。  相似文献   
2.
王建伟 《探矿工程》2021,48(3):73-77
为更好地服务深部钻探工程,准确了解冲洗液封堵性能,对6种成膜封堵剂开展了砂床实验、API静失水量实验、流变性能实验及抗温实验等室内实验进行优选与评价。实验结果表明,2号和4号成膜封堵剂在6种成膜封堵剂中封堵性能最好,它们在基浆中的最优加量均为2%,100 ℃温度条件下加入这2种封堵剂的冲洗液具有较好的抗温性能;冲洗液中膨润土含量和处理剂是影响冲洗液封堵性能的2个重要因素:膨润土含量越高,冲洗液封堵性能越好,加入聚合物、降滤失剂等处理剂可以提高冲洗液的封堵性能。砂床实验是评价冲洗液封堵性能好坏的重要依据。  相似文献   
3.
敦煌-格尔木铁路沿线地形复杂、起沙因素多变、沙源丰富,沙害问题日益严重。目前对其风沙活动规律还未有研究,不利于防沙工作的开展。为此,通过对自北向南的5个观测点(S1、S2、S3、S4、S5)风速和风向的观测、计算和分析,利用平均风速、起沙风况及输沙势对敦格铁路沿线的风动力环境特征进行研究。结果表明:S5、S4和S3的风况对铁路风沙灾害防治意义较大。S5年平均风速、起沙风频率和输沙势最大,春季风沙活动最为强烈,且风向单一、风力强劲,风沙运动方向基本与铁路垂直,沙粒易在铁路附近堆积。S4夏季风沙活动最为强烈;S3春季风沙活动最为强烈,且风向单一,S4和S3的风沙运动方向与铁路夹角小于90°,附近沙源广阔,铁路易受风沙侵蚀,阻碍交通运营。  相似文献   
4.
In identifying sites of geoheritage significance, commonly there has been an emphasis on the larger-scale features. However, the story of geology and the significant features that are critical to unravel geological processes and geological history are commonly small in scale. This contribution focuses on bubble sand and bubble-sand structures as features that are small-scale but nonetheless important to geology, and hence are of geoheritage significance. Bubble sand and bubble-sand structures are ubiquitous on modern beaches and tidal flats, occurring in the uppermost tidal zone of sandy beaches, as a distinct layer in a shoaling beach-to-dune stratigraphy, and are a diagnostic indicator of upper-tidal conditions where a rising tide and a concomitantly rising water-table interacts with the upper swash-zone wave processes. On sandy tidal flats, bubble sand and bubble-sand structures may occur in the mid- to upper-tidal zones; here they are also diagnostic indicators of tidal conditions, forming during a rising tide where a rising water-table forces air upwards to be trapped in moist sand. If found in ancient sequences, bubble-sand structures are a powerful environmental indicator of tidal conditions and, for beach sequences, an indicator of the high-tide level and sea level. Bubble-sand structures have been found in a number of ancient sequences throughout the geological record as far back as the Neoproterozoic, e.g. within beach-to-dune stratigraphy in Pleistocene limestones of the Perth Basin and in southeastern USA, and in tidal-flat sands of the Mesozoic Broome Sandstone of the Canning Basin. The bubble-sand structure is a significant geological tool for use in paleo-environmental and paleo-oceanographic reconstructions, and determination of the position of a paleo-water-table. Given the rarity of their preservation, these occurrences of bubble-sand structures are of geoheritage significance in their own right and, depending on age of sequence and how common they are in the region, they may be nationally significant or globally significant.  相似文献   
5.
将多期切叠河道砂体归类合并,建立一个“垂向连续,横向联通的表外砂岩空间体”(其中砂岩间夹层厚度≤0.4 m)的自然层概念来控制多期河道复合切叠厚砂体。以北一匹断东萄一组1-4小层为例,利用自然层间砂体厚度、切叠程度、测井曲线形态、相叠加类型及砂体叠加期次将自然层分为5类;再依据砂体间切叠位置、切叠程度和切叠形态的差异建立自然层剖面表征方法;依据砂体叠加期次,建立自然层在平面上表征模式。  相似文献   
6.
This paper presents a finite element approach to calculate the full resistance profile of a spudcan deeply penetrating in dense sand overlying clay, in which a potential for an installing spudcan to experience a sudden uncontrolled punch-through failure exists. A modified Mohr-Coulomb model characterized by incorporating a four-phase variation of the mobilized strength and dilation parameters with an equivalent accumulated plastic strain is developed and tested for the overlying dense silica sand. An extended Tresca model is used for the strain softening of the underlying clay. A series of large deformation finite-element (LDFE) analyses are carried out, varying the strength and dilation parameters as well as the spudcan geometries. A fairly good performance of the present approach is verified by validating against groups of centrifuge tests data, allowing the numerical study to be extended parametrically. The four-phase variation of the mobilized strength and dilation parameters involved in the progressive failure of the upper dense sand is parametrically studied and extended to cover the range of sand relative densities that are of practical interest. Additionally, comparisons with the typical existing LDFE analyses using both simple and sophisticated constitutive models are carried out. It shows that the present approach performs fairly well to calculate the full resistance profile of a spudcan deeply penetration in both thin and thick dense sand overlying clay, especially the peak and post-peak resistance, within around 5% of the corresponding centrifuge tests results.  相似文献   
7.
A 1-g model experimental study was conducted to investigate the accumulated rotations and unloading stiffness of bucket foundations in saturated loose sand. One-way horizontal cyclic loading was applied to model bucket foundations with embedment ratios 0.5 and 1.0. Up to 104 cycles of loading were applied at a frequency of 0.2 Hz varying load amplitudes. The accumulated rotation of the bucket foundations increased with the number of cycles and the load amplitudes. Empirical equations were proposed to describe the accumulated rotation of the foundations. The unloading stiffness of foundations increased with the number of cycles but decreased with an increase in load amplitude. The initial unloading stiffness of L/D = 1.0 (L is skirt length; D is foundation diameter) was approximately twice that of L/D = 0.5. Excess pore water pressure difference of 50% was observed between L/D = 0.5 and 1.0. The suction and static capacity of the bucket increased with increase of bucket embedment ratio with a difference of 69.5% and 73.6% respectively between L/D = 0.5 and 1.0.  相似文献   
8.
运用SPSS中聚类及PCA方法对湖北省7个台站三类基线(石英管、铟钢棒、铟钢管)洞体应变观测记录进行相关统计分析,归纳总结其潮汐参数变化特征差异,并针对观测中自然环境因素影响进行定量分析。结果显示:(1)三类基线中,铟钢棒类M2波潮汐因子、中误差及M1波相对噪声水平较低,铟钢棒管年均漂移量最小;(2)自然环境因素(气压、降水、雷雨、温度)对湖北地区洞体应变观测影响较为显著,等量气压影响下应变量最小的为铟钢管型,等量温度影响下应变量最小的为铟钢棒型。  相似文献   
9.
The effects of wind-driven rain (WDR) on sand detachment were studied under various raindrop obliquities. Results suggested a significant reduction in compressive stress on sand surfaces for a two-dimensional experimental set-up in a wind tunnel. During experiments, sand particles in splash cups were exposed to both wind-free rain (WFR) and WDR driven by horizontal winds of 6.4, 8.9 and 12.8 m s−1 and rainfall intensities of 50, 60, 75 and 90-mm h−1 to assess the sand detachment rate (D, in g m−2 s−1). The effects of sand moisture state (dry and wet) on the detachment of different-sized particles (0.20–0.50 and 0.50–2.00 mm, respectively) were also tested. Factorial analysis of variance showed that shear and compressive stress components evaluated by horizontal and vertical kinetic energy flux terms (KEx and KEy, respectively, in J m−2 s−1) along with their vector sum (KEr, in J m−2 s−1) explained the variation in D. Neither sand size nor sand moisture was statistically significant alone although binary interactions of KEr, KEx and KEy with the sand size and three-way interaction of KEx, sand size and moisture were statistically significant. These results can be explained by size-dependent variation in sand compressibility and surface friction related to the total stress field developed by a given partition of shear and compressive stresses of wind-driven oblique raindrops (KEx/KEy). Further analysis of the variation of the unit sand detachment rate (Du = D/KEr = g J−1) with rain inclination (α, in degrees) better revealed the effect of WDR obliquity on Du that further changed with sand size class and moisture state. Finally, the difference in the resulting stress field differentiable by the oblique raindrop trajectories of the experiment over sand surface significantly affected the non-cohesive particle detachment rates, to some extent interacted with size-dependent compressibility and interface shear strength of sand grains.  相似文献   
10.
聚源钨矿是华南地区为数不多的大型石英脉型白钨矿矿床之一。在详细的野外地质调查基础上,本文利用α径迹蚀刻、电子显微镜、扫描电镜以及电子探针等实验手段,对该矿床含钨和含铀矿物开展了精细矿物学的研究工作,探讨了成矿过程中钨和铀的富集规律。研究显示,该矿床钨铀矿物的形成可分为四个阶段:第一阶段,钨铀主要进入富含Nb、Ti的氧化物矿物,形成铌铁矿、钇易解石等富钨矿物,另有极少量的钨进入黑钨矿和早阶段白钨矿;第二阶段,铌铁矿与钇易解石被后期流体交代,形成含钨富铀的骑田岭矿、铌锰矿以及钛-钇易解石;第三阶段,钨进入中阶段白钨矿,这一阶段也是钨最主要的矿化阶段;第四阶段,钨进入晚阶段白钨矿。最后两阶段白钨矿中铀含量不高。骑田岭矿(WO_3 26.74%~29.68%),是聚源钨矿中除白钨矿和黑钨矿之外钨含量最高的含钨矿物。该矿易解石族矿物WO_3最高可达9.80%,极度富钨,是目前有文可查的钨含量最高的易解石。聚源钨矿中的含钨矿物大多数为白钨矿,但绝大多数的白钨矿却在骑田岭矿、易解石族矿物、铌铁矿族矿物、黑钨矿之后形成,说明成矿流体在演化过程中,绝大多数W首先进入富含Nb、Ti的含铀矿物和少量黑钨矿,之后才是白钨矿的大量结晶。  相似文献   
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