龙凤山气田易漏失井固井工艺技术研究与应用          下载免费PDF全文

马艳超 《探矿工程》2017,44(6):58-61

龙凤山气田属于典型的裂缝性储层,钻井过程中漏失问题突出。该气田地层压力系数低、气层活跃、井壁稳定性差,固井难度较大。针对本区块特点,强化固井工艺措施,做好钻完井过程的防漏、承压堵漏工作,优选完井方法,采用变排量顶替工艺技术,开展低密度水泥浆体系优选研究,合理设计浆柱结构,有效地解决了固井过程中的漏失和候凝期间气窜等问题,保证了固井质量,实现了油层的有效封固,现场应用效果良好。  相似文献   

Effect of polymer and fiber usage on dewatering and compressibility behavior of fly ash slurries     

Dogan Cetin  Tayfun Sengul  Shobha K. Bhatia  Mahmoud M. Khachan 《Marine Georesources & Geotechnology》2017,35(5):678-687

Coal ash producing is an increasing trend because of its high energy demand worldwide. For transportation, disposal, and reuse of the industrial waste materials, geotextile tube’s dewatering technology has been widely used over the last three decades, which helps to decrease the volume of the dewatered slurry. In this study, effect of usage of polymer and fibers on dewatering characteristic of fly ash slurries was investigated. For the experimental investigation, an anionic polymer and short nylon fibers were used. As a new concept, centrifuge test is introduced as an alternative for the widely used pressure filtration test (PFT). Centrifuge test was used to evaluate final solid content of the retained sediments and change in slurry volume of fly ash. Tests were conducted on unconditioned and anionic polyacrylamide and/or fiber conditioned fly ash slurries. Centrifuge test results were compared with PFT results with respect to final solid content. It was found that fiber and/or polymer usage has remarkable effect on the dewatering rate of fly ash slurry. It was also found that final solid content of fly ash slurries was decreased by inclusion of fibers and polymer, which indicates that fiber and/or polymer usage can create more permeable soil body.  相似文献   

Experimental study on settling velocity of soil particles in dredged slurry     

Nan Zhang  Wei Zhu  Hongtao He  Yiyan Lv  Shengwei Wang 《Marine Georesources & Geotechnology》2017,35(6):747-757

Studying sedimentation and consolidation of dredged slurry has significant implications to the design of storage yard and subsequent ground improvement. In this study, settling velocity of soil particles in dredged slurry during sedimentation and consolidation processes was investigated using an improved multilayer extraction sampling (MES) method. A series of sedimentation column tests were performed on dredged slurry with three different initial water contents. Distributions of volume of soil particles and density of dredged slurry were first obtained by the MES method, settling velocity of soil particles was then calculated by volume flux function approach. It was found that the density and velocity inflection points can be used to distinguish the settling zone and the consolidation zone. The experimental results reveal that the velocity of soil particles was quite low and monotonically decreased with sedimentation height at low initial water content throughout the whole test period, whereas it was increased at 0–1 hours and almost remained constant at 1–7 hours in the settling zone at high initial water content. The effects of initial water content on sedimentation and consolidation mode of dredged slurry and the settling velocity of soil particles were discussed. The relationship between settling velocity of soil particles and particle diameter was also studied. It is indicated that the measured velocity of soil particles was much lower than that calculated by the Stokes equation, and it was related to 0.4881–0.5906 order of particle diameter at 0–1 hours and 0.1117–0.1825 order of particle diameter at 1–7 hours for the test slurries.  相似文献   

高聚物堆石料回弹特性试验     

杨贵  孙欣  王阳阳 《岩土力学》2018,39(5):1669-1674

基于中型三轴仪开展了高聚物堆石料回弹模量试验,分析了高聚物堆石料卸载－再加载的力学特性和回弹模量变化规律。结果表明：围压和应力水平对体积变化规律有明显影响,随着试验围压的增大,试样由初始状态的剪胀逐渐变为剪缩;高围压下,随着应力水平的增大,试样的卸载体缩量呈非线性增大;而围压在100 kPa下,卸载时表现为体胀,不同应力水平下的卸载体缩量相近且较小。平均回弹模量与初始模量的比值大约在3.9～4.2之间,应力水平为0.7条件下对应的回弹模量与平均回弹模量较为接近。高聚物堆石料的回弹模量满足邓肯-张模型关系,数值计算过程中回弹模量系数近似为初始模量系数的4.0～4.2倍。  相似文献   

泥水平衡盾构顶推力非线性动力学分析与应用研究     

耿哲  李树忱  赵世森  张靖宇 《岩土力学》2018,39(Z1):469-476

泥水平衡盾构开挖过程中常遇到盾构顶推力难以确定且波动复杂的问题。针对该问题,对盾构推进过程中所受阻力进行系统的分析,确定了阻力的组成部分和计算方法,改进了盾壳与周围土体间摩擦力的计算公式。分析泥水平衡盾构推进系统的组成和工作原理,基于盾构推力的静力学模型建立了单自由度动力学模型,根据能量守恒原理建立了系统的平衡微分方程,推导出盾构推力的非线性动力学公式。基于上述公式,分析了盾构推力的变化趋势和波动规律,确定了液压油缸的最佳行程距离。通过与武汉地铁8号线越江隧道长江穿越段盾构顶进推力的实测数据对比分析,验证了提出公式能够正确计算管片衬砌所受的动态顶推载荷,对衬砌结构内力分析具有重要意义。  相似文献   

大直径顶管穿越沙漠深部护壁浆液体系研究与应用     

王李昌 《地质与勘探》2020,56(1):163-172

大直径顶管穿越沙漠深部顶进阻力大、地层稳定性差、易垮塌、冒顶、护壁困难,砂层多夹有最大直径达4 cm的圆砾,管道最大埋深达50 m,国内外尚无顶管护壁浆液能有效稳定深部砂层降低顶进阻力。本文提出粘土-CMC聚合物浆液用作沙漠深部大直径顶管护壁,探讨浆液护壁及渗透机理,研究浆液性能随材料加量变化的关系,重点分析流变性、失水造壁性、润滑性的变化规律,得出浆液最优化配比。工程应用表明,该护壁浆液能有效稳定砂层,保护隧洞,降低顶进阻力,大直径顶管成功穿越沙漠深部,最大轴线偏差未超过50 mm,顶力未出现急速增长。  相似文献   

砂土地层泥水盾构开挖面孔隙变化特征理论研究     

毛家骅  袁大军  杨将晓  张兵 《岩土力学》2020,41(7):2283-2292

为保证开挖面的稳定,泥水盾构压力舱中的泥浆必须及时在开挖面土体表层形成泥膜,泥浆压力才能有效平衡地层中的水土压力。在考虑泥浆渗滤效应的基础上,建立了砂土地层泥水盾构开挖面泥浆恒压渗透模型,分析了渗透时间、泥浆浓度、泥浆压力和地层初始孔隙率对土体孔隙率及泥浆成膜的影响。结合刀具周期性切削作用,总结了泥浆反复渗透引起的开挖面表层土体孔隙率变化规律。基于刀盘、刀具布置形式和盾构掘进参数,分析了盾构掘进期间开挖面支护机制。结果表明：在无刀具切削作用时,泥浆渗透规律主要受到泥浆和地层特性影响;在刀具周期性切削作用下,在相同的切削深度下,刀具切削周期越短,泥膜在开挖面上越难形成;刀具较小的纵向切入速度有利于开挖面上更快形成泥膜;适当减少刀盘上同一轨迹刀具布置数量,降低盾构掘进速度和刀盘转动速度,有利于盾构掘进期间开挖面上泥膜存在面积的增大,对开挖面稳定起到积极作用。  相似文献   

新型水玻璃−酯类注浆材料及其固沙体特性研究     

荣驰  陈卫忠  袁敬强  张铮  张毅  张庆艳  刘奇 《岩土力学》2020,41(6):2034-2042

针对风积沙边坡稳定性差和常用加固技术存在成孔困难、加固范围有限等问题,提出以二元酸酯为固化剂的新型水玻璃?酯类浆液对风积沙进行加固的思路。采用倒杯法和旋转黏度计对新型水玻璃?酯类浆液的凝胶时间、黏度时变性进行了系统测试,并通过三轴试验研究不同浆液填充率对固沙体强度和渗透性的影响规律。研究表明：新型水玻璃?酯类浆液凝胶时间在20 s～60 min之间,浆液黏度随时间增长呈现指数型增长变化,且凝胶之前黏度低;当浆液填充率从0%增加至100%,固沙体黏聚力由0 kPa线性增加至148.4 kPa,内摩擦角按抛物线变化规律从32.1o增加至37.8o,渗透系数从3.42×10?5 cm/s降低到8.74×10?7 cm/s;与水玻璃?磷酸浆液、水玻璃?硫酸浆液相比,新型水玻璃?酯类浆液固沙体抗压强度高。该研究结果为风积沙边坡加固提供了新的方法。  相似文献   

打结高分子链穿孔行为的研究          下载免费PDF全文

温晓会  章林溪 《海洋学报》2010,32(10):7404-7409

以三叶草型结(即3₁结)为例,采用分子动力学(MD)方法,研究打结高分子链在外场力作用下穿越微孔的动力学过程.模拟发现,在拉动打结高分子链的过程中,结的大小呈涨落变化,直至最后散结.定性讨论了结的存在对高分子链穿孔速率的影响.在外场力作用下,打结高分子链平均穿孔时间(τ)与链长(N)满足标度关系τ~N^α,其中标度系数α随外场力f增大而增大.对于短链,外场力越大,平均穿孔时间越短;  相似文献   

南海细菌胞外多聚物的神经保护活性筛选          下载免费PDF全文

卫茂生  王清池  耿丽华  岳洋  孙超岷  张全斌 《海洋科学》2023,47(3):79-88

本文采取传统的醇沉水溶的工艺提取了深海细菌的胞外聚合物(extracellularpolymericsubstance,EPS),使用过氧化氢作为损伤剂建立SH-SY5Y人神经母细胞瘤体外氧化损伤模型。在安全剂量下评价EPS的体外神经保护活性,确定16种活性良好(细胞活力>90%)的EPS。16种EPS的成分分析结果如下:1)16种EPS的分子量分布呈三段式,分别为>200 kDa, 10～200 kDa和<10 kDa; 2)16种EPS单糖组成中除甘露糖、葡萄糖外,还有稀有单糖氨基葡萄糖、鼠李糖、葡萄糖醛酸、氨基半乳糖、半乳糖、岩藻糖; 3)EPS的总糖含量为14.06%～21.40%,蛋白含量为10.66%～31.05%,硫酸基含量为2.91%～26.53%。通过对相应菌株进行16SrDNA全序列分析并与GenBank比对,完成了活性菌株的鉴定,通过MEGA7.0和Figtree构建系统进化树。鉴定结果表明,16株深海细菌归属于3门8科9属16种,分布在三个门类:厚壁菌门(Firmicutes, 9/16),变形菌门(Proteobacteria, 6/16)和...  相似文献