羌塘盆地羌资-14井钻探施工技术          下载免费PDF全文

翟育峰  仲崇龙  刘峰 《探矿工程》2016,43(7):92-95

羌资-14井地质浅钻工程为地质参数井,设计井深1200 m,要求全井取心。存在破碎地层取心困难、钻遇小型“溶洞”地层漏失、冬季施工困难等问题。此外,井位高海拔无人环境也给施工后勤供应带来难度。通过采取特种取心工具、水泥灌浆封孔堵漏、加热电阻丝包裹吸水管加热等工艺技术措施以及针对性的施工组管理措施,有效地解决了钻井技术难题和后勤供应问题。为该区域及类似区域油气地质调查钻井施工提供了参考。  相似文献   

钻孔引发基坑管涌事故的分析与处理对策          下载免费PDF全文

虞利军  陶灵聪  苏华 《探矿工程》2016,43(9):72-74

地下室开挖与基础施工过程中,当坑底存在承压水,如设计考虑不周或施工方法不当,因钻孔穿透承压含水层等原因,将导致管涌发生。结合浙江宁波某基坑管涌处理工程实例,提出采用钢套管、高压旋喷桩、双液注浆的综合处理技术,实践证明,提出的技术可以有效处理类似事故。  相似文献   

Inverse analysis of viscoelastic pavement properties using data from embedded instrumentation     

Eyal Levenberg 《国际地质力学数值与分析法杂志》2013,37(9):1016-1033

The paper deals with inferring the mechanical layer properties of pavement systems by way of inverse analysis. The proposed scheme is based on the availability of sensory gear embedded within the system ‐ collecting different types of response traces resulting from moving wheel loads. The inverse analysis task simultaneously exploits the readings from all available sensors and therefore formulated as a multicriterion optimization problem. Data from an experimental asphalt pavement are employed to demonstrate the scheme. A versatile and computationally efficient layered viscoelastic pavement model is offered and implemented as a forward solver. Recoverable layer properties, elastic and viscoelastic, are derived and also compared with laboratory values. Results and possible future uses of the work are discussed. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Numerical simulation of particle plugging in hydraulic fracture by element partition method     

Yujie Wang  Xinyong Li  Bing Zhao  Zhennan Zhang 《国际地质力学数值与分析法杂志》2020,44(14):1857-1879

Hydraulic fracturing (HF) treatment often involves particle migration and is applied for propping or plugging fractures. Particle migration behaviors, e.g., bridging, packing, and plugging, significantly affect the HF process. Hence, it is crucial to effectively simulate particle migration. In this study, a new numerical approach is developed based on a coupled element partition method (EPM). The EPM is used to model natural and hydraulic fractures, in which a fracture is allowed to propagate across an element, thereby avoiding remeshing in fracture simulations. To characterize the water flow process in a fracture, a fully hydromechanical coupled equation is adopted in the EPM. To model particle transportation in fractures with water flow, each particle is treated as a discrete element. The particles move in the fracture as a result of being dragged by fluid. Their movement, contact, and packing behaviors are simulated using the discrete element method. To reflect the plugging effect, an equivalent aperture approach is proposed. Using this method, the particle migration and its effect on water flow are well simulated. The simulation results show that this method can effectively reproduce particle bridging, plugging, and unblocking in a hydraulic fracture. Furthermore, it is demonstrated that particle plugging significantly affects water flow in a fracture and hence the propagation of hydraulic fracture. This method provides a simple and feasible approach for the simulation of particle migration in a hydraulic fracture.  相似文献   

A J2‐plasticity model based on bounding surface concept     

R. Wu  J. T. Harvey 《国际地质力学数值与分析法杂志》2013,37(7):744-757

This article presents the development of a J₂ small strain plasticity model based on bounding surface concept, along with numerical examples to demonstrate model behaviors and identification of model parameter using laboratory test data. The model is motivated by the need for simulating permanent deformation accumulation of asphalt concrete mixtures, which leads to rutting in flexible pavements under repeated traffic loading. The proposed model accounts for the observation that rutting is mostly caused by shearing and takes advantage of the fact that bounding surface concept allows for the progressive accumulation of plastic deformation under constant amplitude loading condition. Analytical solutions are given for typical laboratory testing conditions. The model can be calibrated using repeated simple shear test data that are typically available for asphalt concrete mixtures. It is shown that the model is easy to use and provides a promising alternative for modeling permanent deformation accumulation in materials subjected to repetitive (cyclic) loading. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

破碎带地层钻探化学凝胶护壁堵漏技术的研究与应用          下载免费PDF全文

彭博一  于培志 《探矿工程》2022,49(1):64-71

针对目前大洋钻探钻遇破碎带硬岩地层复杂情况,在总结国内外破碎带地层钻探施工中的主要技术难点与对策的基础上,结合现场施工中的实际情况,分析施工中经常遇到的破碎带地层特点,提出了应用化学凝胶技术解决破碎带地层井下复杂问题的新思路。提出了适用于不同地层温度的化学凝胶体系基本配方,通过正交试验设计,优选出了最佳体系配方,形成一套完善的适合深海钻探用高温树脂凝胶护壁作业规程。  相似文献   

HTD-3型高温堵漏材料研制及性能评价          下载免费PDF全文

蒋炳  严君凤  张统得 《探矿工程》2022,49(1):57-63

深海钻探往往伴随着高温、高压,对钻井用堵漏材料提出了新的要求。首先通过对颗粒状、纤维状和片状堵漏材料的耐高温筛选,制作了HTD-3型高温堵漏材料。然后使用DL-3A型高温堵漏评价仪器对该堵漏材料的抗温、承压和封堵性能进行了测试,利用SEM电镜扫描对堵漏材料架桥情况进行了观察和分析,最后以5%梯度浓度进行了配伍性实验。测试结果表明,HTD-3型高温堵漏材料除对钻井液密度影响稍大外,对钻井液其他基本性能影响较小,在该材料中,不同级配的颗粒状材料完成了架桥,纤维状和片状材料完成了充填,形成了强度较高的封堵墙。通过实验证明：HTD-3型高温堵漏材料不仅有着较好的抗温、承压能力,还有较好的封堵效果。HTD-3型高温堵漏材料的研制为未来深海钻探堵漏提供了一种可行的选择。  相似文献   

广西向阳坪铀矿床钻探施工技术及改进措施          下载免费PDF全文

刘俊辉  陈跃  李晓东  郭勇  赵振 《探矿工程》2021,48(8):59-67

广西向阳坪铀矿床岩性以花岗岩为主,研磨性强,部分地层复杂,构造裂隙密集发育,岩石破碎,绿泥石化、高岭土化强烈,钻探施工困难。通过采用金刚石绳索取心钻探技术和施工工艺,并针对钻进中遇到的问题,引进了便携式全液压钻机,采用了成膜防塌无固相冲洗液体系及延迟交联凝胶堵漏工艺,优选了环齿式孕镶金刚石钻头,并采取了严格的预防和控制防斜措施,解决了钻进效率低、孔壁不稳定、金刚石钻头寿命短及钻孔弯曲等一系列问题。生产实践证明,该施工技术和工艺具有钻进效率高、岩（矿）心采取率高、劳动强度低等优点,可为花岗岩及复杂岩层钻进施工提供借鉴。  相似文献   

地热井暂堵型水泥基透水材料的试验研究          下载免费PDF全文

申岚  谭慧静  宋柏睿  冯涛 《探矿工程》2021,48(S1):243-248

地热开采过程中,考虑到水源补给,地热井一般布置在破碎带或构造带上,在钻井过程中利用水泥进行堵漏,但在钻井完毕后为提高产能必须进行解堵。而常规水泥在对地层封堵后需要恢复储层渗透性时,只能通过采取酸化解堵措施,且解堵恢复能力差。如果利用地热开发过程中的温度变化制得可降解暂堵水泥体系,简化地热资源的勘探开发过程,有利于降低钻井成本和风险。本文利用G级油井水泥、砂石、增强剂和水溶性纤维制备温敏型暂堵高透水水泥基材料。通过测试材料的抗压强度、孔隙度、密度、凝结时间,以评价其降解效果及基本性能。结果显示,水溶性纤维的加入使水泥抗压强度明显降低,而增强剂可以稍微改善这一缺陷,90 ℃水浴养护后孔隙度明显高于对照组,并且随着时间的推移,孔隙度不断提升,为水泥基暂堵透水材料成功研制奠定了基础,增强剂和纤维都会减少水泥的凝结时间,纤维降低凝结时间的效果更为明显。该材料的研制将简化地热资源的勘探开发过程,有利于降低钻井成本和风险。  相似文献   

无砟轨道水泥沥青砂浆破损修复技术     

胡新明  李良余 《中国勘察设计》2010,(4):43-45

本文针对新北碚嘉陵江大桥无砟轨道水泥沥青砂浆破损存在的问题,提出了修复的原则,简述了修复的材料和工艺,以及修复工作的实施要点,并就修复工作提出建议。  相似文献