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521.
The Shishugou Group, which consists of Middle Jurassic Toutunhe Formation and Upper Jurassic Qigu Formation, is currently an important hydrocarbon exploration target in the Fukang Sag of Junggar Basin, China. The Shishugou Group sandstones experienced a complex diagenetic history with deep burial (3600–5800 m) to develop low–ultralow porosity and permeability reservoir with some high-quality reservoirs found in the tight sandstones owing to the reservoir heterogeneity. This integrated petrographic and geochemical study aims to unravel the origin and alteration of calcite cement in the Shishugou Group sandstones and predict fluid–rock interaction and porosity evolution. The Shishugou Group sandstones (Q43.8F7.4R48.8) have a dominant calcite cement with strong heterogeneity forming in two generations: poikilotopic, pore-filling masses that formed at an early diagenetic stage and isolated rhombs or partial grain replacements that formed at a late stage. The Shishugou Group, which are lacustrine sediments formed in low–medium salinity lake water in a semiarid–arid climatic environment, provided the alkaline diagenetic environment needed for precipitation of chlorite and early calcite cements in early diagenesis. The Ca2+ of the pore-filling calcite cements was sourced from weathering or dissolution of volcanic clasts in the sediment source or during transport in under oxidising conditions. The δ18OV-PDB and δ13CV-PDB values of calcite were significantly controlled by distance from the top unconformity and underlying coal-bearing stratum with carbon sourced from atmospheric CO2, and organic matter. The early carbonate cement inhibited burial compaction producing intergranular pore spaces with enhanced reservoir properties by late dissolution under acidic conditions. Anhydrite cement reflects reaction of organic acid and hydrocarbon with the sandstones and is associated with fluid migration pathways. The fluid–rock interactions and porosity evolution of the tight deep sandstones produced secondary pores that filled with hydrocarbon charge that forms this deep high-quality reservoir. 相似文献
522.
负温下磷酸镁水泥混凝土的力学性能与抗冻性能 总被引:1,自引:1,他引:0
研究了磷酸镁水泥(MPC)混凝土在20℃、-10℃、-15℃、-20℃养护环境下的力学性能和抗冻性能,为MPC混凝土应用于寒区旱区的抢修工程提供科学依据。MPC混凝土力学性能按照国标GB/T 50081-2002进行试验,抗冻性能按照GB/T 50082-2009进行试验。结果表明:20℃养护条件下,MPC混凝土的28 d抗压强度达到65.3 MPa,抗折强度达到6.8 MPa;-10℃养护条件下,28 d抗压强度达到59.7 MPa,抗折强度达到7.2 MPa;300次快速冻融循环后,-10℃养护条件下MPC混凝土质量损失率为3.5%,相对动弹性模量为83.5%,抗冻性能优于20℃养护条件下的MPC混凝土。-10℃养护条件下MPC混凝土力学性能和抗冻性能优异,可用于寒区旱区的抢修工程。 相似文献
523.
524.
Lacustrine deep-water turbidite plays are a novel area for exploration in the Huimin Depression, Bohai Bay Basin. Turbidites in the Shang 847 block, a typical turbidite play in the Huimin Depression, provide an opportunity to study the factors controlling the reservoir properties and hydrocarbon accumulation in lacustrine turbidite sandstones. The reservoir quality of turbidite sandstones (very fine-grained, moderately to well sorted, mainly lithic arkose) in this study area are mainly controlled by the distribution patterns of carbonate cements and pseudomatrix. Significant inverse relationships exist between the volume of carbonate cement and both porosity and permeability of the turbidite sandstones. Carbonate cement is located preferentially near the margins of the sandstone bodies. Sandstones with distance from the sandstone–mudstone contact surface less than 0.7 m or with thickness less than 1.2 m are commonly tightly cemented (carbonate cement >15%) with low porosity and permeability (lower than 10% and 0.1 mD, respectively). The source of carbonate cement was most likely external, probably derived from the surrounding mudstone. Most pore-filling carbonate cements occurred during late diagenesis at burial depths greater than 2200 m. The petrophysical properties of turbidites have a positive relationship with the content of kaolinite and chlorite, but have a negative relationship with the content of illite. 2-D and 3-D reconstructions of non-oil bearing and oil-bearing layers indicate that dissolution of carbonate cement, feldspars and unstable rock fragments was more developed in oil-bearing layers than in non-oil bearing layers and hance oil-bearing layers have higher porosity and larger pore sizes. Petrophysical property appears to have a significant effect on the hydrocarbon accumulation in the turbidite sandstones. Sandstones with porosities lower than 9% and/or permeabilities lower than 0.78 mD are not prone to contain oil. 相似文献
525.
本文研究了养护条件、纤维及石英砂的加入对水泥基材料膨胀率的影响及机理,对纤维对水泥基材料力学性能的影响做了一定研究。结果表明:养护条件会影响水泥基材料的膨胀,其中恒温水养护的试件膨胀率最大;纤维和骨料的加入会降低水泥基材料的膨胀率,但加入骨料可以减小水泥基材料后期的回缩;纤维的加入可以提高水泥基材料的抗折强度,但对其抗压强度影响不明显。 相似文献
526.
贵州紫云县猴场镇扁平村的上石炭统叶状藻礁及其周边灰岩中广泛发育大量的各类胶结物。通过对胶结物的形态、结构和阴极发光特征以及胶结物间的接触关系的研究,可以确定成岩作用的先后并识别成岩环境。浅海海底同生成岩阶段大的孔隙中形成等厚环边针状胶结物、葡萄状胶结物,小的孔隙里形成微晶胶结物。早成岩阶段形成微亮晶和斑块状亮晶方解石胶结物和放射纤维扇状胶结物,表生成岩阶段的溶蚀作用和胶结作用强烈,胶结物类型有斑块状或等粒的方解石胶结物和等厚环壁柱状胶结物,等厚环壁柱状胶结物在所有胶结物中体积是较大的。早期胶结作用使叶状藻礁灰岩孔隙度大为降低。中、晚成岩阶段,孔隙被等厚环壁刃状胶结物和晶簇或斑块状亮晶方解石所充填,有些先成的胶结物被热液改造。后生作用阶段发生的主要是构造破裂作用,其中少数裂隙被红褐色含Fe2O3微晶层和晶体粉砂及渗流豆粒充填。叶状藻礁灰岩的孔隙在晚成岩阶段前或中被胶结而之后没有创造出大且连通的孔隙,是它没能成为油气储集层的原因之一。 相似文献
527.
连临高速路江苏段地基土层为滨海相软土,路基采用水泥土搅拌桩加固.现场取土进行室内水泥土改性试验发现,水泥土强度随水泥掺量和龄期的增加而增大.现场水泥土搅拌桩抽芯样试验发现,相同龄期条件下,水泥土室内试验强度一般要比抽芯样强度高0.2至0.8兆帕.两种实验中,该地基第一层土的水泥土强度均大于第二层土,表明土层性质对水泥土强度影响很大.受搅拌不均匀影响,芯样试验强度比较离散,随芯样夹土厚度增加,水泥土芯样波速和强度下降. 相似文献
528.
川西南某铅锌矿区地质条件复杂,第四系、基岩风化带和基岩段多以软硬夹层和裂隙发育的岩石为主,局部漏失比较严重。为了解决该区域地层钻孔的漏失问题,笔者在分析地层及现场工艺条件后,提出并设计了采用新型高分子材料马丽散E堵漏剂和水泥浆堵漏技术。该堵漏剂初凝和终凝时间较短,操作过程比较简单,注入孔内后,低粘度混合物能保持液体状态几秒钟或几分钟,能够很好地渗入到地层的细小裂隙中。通过现场漏失钻孔段的实际堵漏验证,该方案可以有效解决地层漏失等问题,减少了辅助时间,降低了工程成本,提高了钻进效率。 相似文献
529.
Rapid supply and deposition of 1000's of meters of Miocene and Pliocene sediment tend to lead to a different set of controls on reservoir quality than older, more slowly buried sandstones. Here we have studied Miocene fluvial-deltaic Bhuban Formation sandstones, from the Surma Group, Bengal Basin, buried to >3,000 m and >110 °C, using a combination of petrographic, geochemical and petrophysical methods in order to understand the controls on Miocene sandstone reservoir quality to facilitate improved prediction of porosity and permeability. The main conclusions of the study are that mechanical compaction processes are the dominant control on porosity-loss although early calcite growth has led to locally-negligible porosity in some sandstones. Mechanical compaction occurred by grain rearrangement, ductile grain compaction and brittle grain fracturing. Calcite cement, occupying up to 41% intergranular volume, was derived from a combination of dissolved and recrystallized bioclasts, an influx of organic-derived carbon dioxide and plagioclase alteration. Clay minerals present include smectite-illite, kaolinite and chlorite. The smectitic clay was probably restricted to low energy depositional environments and it locally diminishes permeability disproportionate to the degree of porosity-loss. Kaolinite is probably the result of feldspar alteration resulting from the influx of organic-derived carbon dioxide. Quartz cement is present in small amounts, despite the relatively high temperature, due to a combination of limited time available in these young sandstones, grain-coating chlorite and low water saturations in these gas-bearing reservoir sandstones. Reservoir quality can now be predicted by considering primary sediment supply and primary depositional environment, the magnitude of the detrital bioclast fraction and the influx of organic-derived carbon dioxide. 相似文献
530.
Palanidoss Subramaniam Mohanachandra Menon Sreenadh Subhadeep Banerjee 《Marine Georesources & Geotechnology》2016,34(7):603-616
The present article discusses the stress–strain behavior and critical state parameters of the dredged Chennai marine clay stabilized with low cement content (2.5–10%). A series of one-dimensional consolidation tests and consolidated undrained tri-axial tests are performed on the cement stabilized dredged Chennai marine clay to evaluate the critical state parameters (λ, κ, M, Г, N) for varying cement contents and curing days. The results show that the slope of the critical state line M increases with an increase in the cement content. The parameter λ for the treated marine clay increases up to a cement content of 7.5% followed by a reduction. The parameter κ decreases with the addition of cement content. Finally, empirical formulations are proposed to predict the critical state parameters as the functions of the cement's contents and curing days. 相似文献