优质膨润土泥浆在大直径深桩基工程中的应用

为解决在澳门美高梅金殿超濠博彩场及酒店项目桩基工程中大直径深护筒无法回收的难题,笔者在分析港澳地区灌注桩传统工艺缺陷的基础上,采用具有预处理能力的优质膨润土泥浆.施工实践表明,2#配方泥浆能有效的保持桩孔稳定性,桩孔的平均充盈系数为1.0794;改善了钻进泥浆的性能,使泥浆的重复利用率提高到45.33%,泥浆废弃率仅为2.38%;降低了工程成本,减小了对环境的影响.同时,为钻孔灌注桩施工总结了各个阶段泥浆性能标准.     

无氯低温早强剂及其在浅层水平井固井中的应用

基于水平井在低渗油藏开发方面的巨大优势,采用水平井已成为开发延长油田东部浅层油藏稳产增产的一项重要技术。由于该区域水平井具有井内温度低、垂深浅、后期压裂易产生水平缝等特点,要求水泥环有高的强度和密封性。通过室内试验筛选出一种新型的无氯复合型早强剂M59S,与水泥中的铁离子、铝离子形成促凝早强的复合络合物,可大幅缩短低温下水泥水化时间,提高水泥石早期强度,辅之以其他外加剂形成了一套低温早强水泥浆体系。经室内性能评价,该体系稠化过渡时间短,浆体稳定性好,析水为0,失水量＜40 mL/30 min,流变性能良好,20 ℃常压养护水泥石48 h抗压强度＞20 MPa,能够满足低温浅层水平井固井的施工及技术要求。该低温早强水泥浆体系在延长东部浅层水平井中应用,固井效果良好。     

Effect of the pressurized duration on improving dredged slurry with air booster vacuum preloading

Abstract

Compared with traditional vacuum preloading, air booster vacuum preloading is more effective at strengthening dredged slurry and improving the consolidation process. Although many engineering practices have shown that the pressurized duration has a significant effect on the reinforcement effect, there is no standard available for determining the pressurized duration. In this study, five dredged slurry samples were tested to examine the effect of different pressurized durations on the consolidation. An extensive monitoring system was used to measure the vacuum pressure, pore water pressure, settlement, and water discharge during the test, while the water content and shear strength were measured after the test. The collected monitoring data were comprehensively analyzed to evaluate the reinforcement effect. The results revealed that the pressurization system can be used to reinforce deep dredged slurry and make the whole soil layer more homogeneous. If the pressurized duration is too short, the dissipation of pore water pressure is too little to achieve the pressurization effect. If the pressurized duration is too long, too much gas will be in the soil and enter the vacuum system, which will significantly reduce the vacuum pressure and thus the reinforcement effect. Based on these findings, the optimal pressurized duration was obtained.     

泥水盾构泥浆泵选型关键参数规律性研究

为了认清在泥水盾构泥浆泵选型设计时的规律性和差异性,针对现有研究的不足,采用统计分析法,从15个实际工程案例入手,统计了包括开挖直径、隧道长度、穿越主要地层、进排泥的管径、密度和流量在内的17个关键参数,分析在选型设计阶段关键参数之间的规律性和差异性,得到了进排泥的管径、密度与开挖直径的一次线性回归方程,不同地层的进排泥密度选取规律等6点结论,最后将结论成功运用于福州地铁F1线滨海新城站—机场站中间风井泥水盾构区间,研究成果可为今后泥浆泵选型或评估提供新的思路。     

抗高温泡沫钻井液体系评价研究

高温地热钻井过程中,温度会对泡沫钻井液体系稳定性造成影响。针对高温地热井泡沫钻井液的技术要点,分别对发泡剂、稳泡剂、抗温土的优选,在此基础之上分别对泡沫钻井液的抗高温性能、抗污染能力进行了评价。实验结果表明:(1)优选出的发泡剂/聚合物/粘土体系在不同温度下进行测试,均具有良好的泡沫稳定性和发泡能力,说明初步形成的泡沫体系具有良好的抗230℃高温的能力。(2)通过模拟欠平衡钻进过程中地热水对泡沫钻井液体系的污染发现,该体系耐一价盐能达到20%,而且在加入5%CaCl_2后析液半衰期仍在5 min以上,最终形成一套抗高温能力可达230℃,具有较好悬浮携带能力的地热井抗高温环保钻井液体系。     

基于紧密堆积理论的低密度固井水泥浆设计

合理的颗粒级配是提高固井水泥环内部密实度、早期力学强度和界面胶结能力的关键。基于此,本文从几种典型的连续颗粒级配的紧密堆积理论中优选出DFE进行固井水泥浆体系设计,并通过大量实验首次确定了适宜G级油井水泥基深水固井水泥浆体系设计的n值最优范围：0.33~0.40。结合激光粒度分析仪实测结果,在粒径≤3.38 μm、3.38~70.70 μm、≥70.70 μm三个范围内依次采用纳米CaCO₃（nano CaCO₃,以下简称“NC”）、G级油井水泥和漂珠,并按DFE（n=0.33~0.40）体积分布曲线进行混配。在此基础上,提出一种密度为1.50 g/cm³的低成本低温早强三元固相级配水泥浆体系,并与漂珠二元固相水泥浆体系和NC二元固相水泥浆体系的性能进行对比。研究结果表明：该三元体系水泥石的抗压强度、抗折强度和二界面胶结强度相比于漂珠二元体系和NC二元体系分别提高了7%~21.1%、13.4%~51.9%和41.4%~122.2%。三元体系的固井水泥石在垂向上的最大密度差为0.022 g/cm³。基于DFE设计的三元体系具有良好的流变性、稳定性和力学性能。DFE对于多元固井水泥浆体系的设计和应用具有一定的指导意义,在保证低密度的前提下能够有效地提高固井水泥石的早期强度和综合性能。     

Research and application of mud proportioning optimization of slurry balance shield in mudstone and gravel composite stratum

Slurry performance is one of the key factors to maintain the stability of excavation face when slurry balance shield is tunneling in complex strata. Based on the engineering background of slurry shield tunneling in mudstone and gravel composite stratum of Nanning Metro Line 5, the control variable method and the self-made slurry shield tunneling system are adopted to compare and select the mud admixture and to analyze the influence of the admixture amount and the formation composite ratio on the slurry relative density. Then, the mud permeability law and the dynamic and static mud film forming law under different formation composite ratios, swelling water ratios and slag dosages are analyzed comprehensively by factorial design. The results show that different admixtures have significant influence on the properties of bentonite slurry. Specifically, potassium methyl silicate and potassium chloride can effectively reduce the relative density of slurry, while sodium chloride and sodium silicate can promote the disintegration of mudstone in water. In addition, the slag admixture can effectively reduce the water filtration, improving the film quality and reducing the consumption of bentonite. When the cutter head speed is less than or equal to 2.5 r/min, the formation rate of mud film is greater than or equal to the failure rate so as to ensure the stability of driving face. The mud swelling water ratio suitable for mudstone and gravel composite stratum (composite ratio: 0?1) is 0.1?0.20, the residue content is 100?200 g/kg, and the potassium methyl silicate is 3.75%?7.50%.     

Stratigraphy and depositional setting of slurry and contained (reflected) beds in the Marnoso‐arenacea Formation (Langhian‐Serravallian) Northern Apennines,Italy

This work presents the stratigraphy and facies analysis of an interval of about 2500 m in the Langhian and Serravallian stratigraphic succession of the foredeep turbidites of the Marnoso‐arenacea Formation. A high‐resolution stratigraphic analysis was performed by measuring seven stratigraphic logs between the Sillaro and Marecchia lines (60 km apart) for a total thickness of about 6700 m. The data suggest that the stratigraphy and depositional setting of the studied interval was influenced by syndepositional structural deformations. The studied stratigraphic succession has been subdivided into five informal stratigraphic units on the basis of how structurally controlled topographic highs and depocentres, a consequence of thrust propagation, change over time. These physiographic changes of the foredeep basin have also been reconstructed through the progressive appearance and disappearance of thrust‐related mass‐transport complexes and of five bed types interpreted as being related to structurally controlled basin morphology. Apart from Bouma‐like Type‐4 beds, Type‐1 tripartite beds, characterized by an internal slurry unit, tend to increase especially in structurally controlled stratigraphic units where intrabasinal topographic highs and depocentres with slope changes favour both mud erosion and decelerations. Type‐2 beds, with an internal slump‐type chaotic unit, characterize the basal boundary of structurally controlled stratigraphic units and are interpreted as indicating tectonic uplift. Type‐3 beds are contained‐reflected beds that indicate different degrees of basin confinement, while Type‐5 are thin and fine‐grained beds deposited by dilute reflected turbulent flows able to rise up the topographic highs. The vertical and lateral distribution of these beds has been used to understand the synsedimentary structural control of the studied stratigraphic succession, represented in the Marnoso‐arenacea Formation by subtle topographic highs and depocentres created by thrust‐propagation folds and emplacements of large mass‐transport complexes.     

注浆护壁堵漏工艺在深孔岩心钻探中的应用

简述了深孔岩心钻探破碎岩层护壁堵漏的重要性,注浆参数选择,水泥浆配比、速凝剂掺量的掌握,注浆施工中需把握的几个技术环节及注意事项,注浆施工经验总结及注浆效果评价等。     

射流式水泥浆液制造器的研究

在分析人工造浆阶段和风动造浆阶段原理及优缺点的基础上,开发研制出射流式水泥液制造器。通过对该设备主要构成部分结构的介绍,说明了其工作原理和使用方法。焦煤集团九里山矿14101工作面和古汉山矿11092(西)工作面的堵水实践证明,该设备的堵水率为100%,不仅可以提高注浆的速度及质量,降低劳动强度,改善注浆工地环境条件,而且具有价格便宜、设备安装简便、操作简单、容易维护,不受场地、注浆量大小、注浆点远近的限制等优点。