类砂质泥岩常规三轴浆压致裂起裂压力试验研究     

程桦  刘向阳  曹如康  王雪松 《岩土力学》2022,43(10):2655-2664

为深入探究两淮矿区典型砂质泥岩劈裂注浆起裂机制,研制了常规三轴劈裂注浆试验装置,开展了类砂质泥岩浆压致裂起裂压力模型试验,基于试验结果分析了岩石强度与应力状态对注浆起裂压力、裂缝扩展形态影响规律,揭示了砂质泥岩劈裂注浆起裂机制。研究表明：起裂压力与岩石抗压强度呈正相关,且岩石抗压强度越高,劈裂路径越复杂;起裂压力对围压的敏感程度远高于轴压,且应力差 Δσ =σ_V −σ_H越大,裂缝形态越规整;孔压三轴条件下,封闭裸孔段浆压致裂法确定的岩石抗拉强度值约为单轴抗拉强度的 2.5倍。该研究结果可为今后类似岩层劈裂注浆参数设计与施工提供参考。  相似文献   

Numerical analyses of uplift behavior of pile foundation for transmission line structure in frozen soil regions北大核心CSCD     

袁俊  赵杰  唐冲  甘仁钧 《冰川冻土》2022,44(6):1842-1852

Pile foundation is one of the most commonly used and suitable foundations to support transmission line structure, especially in seasonally frozen soil regions and permafrost regions. Axial compression is the controlling condition in the design of foundations for such structures as bridges and buildings, while uplift and overturning will control the design of transmission line structure foundations. This paper presents an extensive overview of previous studies including experimental (e. g., laboratory model test and full-scale field load test), analytical/theoretical (e. g., limit equilibrium and limit analysis based on plasticity)and numerical(e. g., finite difference and finite element methods). The review indicates that study on the uplift behavior of pile foundation in frozen soil is relatively limited, particularly in the case of combined effect of axial uplift and lateral loading. Interaction between pile and frozen soil and mechanism of load transfer along the pile shaft and around the pile tip still remain unclear. Therefore, this paper implements finite difference analysis within FLAC3D to investigate the behavior of pile foundation in frozen silty clay and gravelly sand under axial uplift behavior and the effect of ground condition and lateral loading on the uplift behavior. Because of the axisymmetric condition of the problem studied, only half of the model is simulated. The chosen domain of the medium is discretized into a set of quadrilateral elements and the pile is discretized by the cylinder element. The interaction between the soil and pile is considered according to interface elements. Mohr-Coulomb criterion is adopted to model the soil behavior (perfectly elastic-plastic), while the pile is simply considered as a rigid body. The soil parameters such as Young’s modulus, cohesion and internal friction angle used for numerical analyses are determined by laboratory tests and estimated according to the empirical correlations with in-situ tests. The present numerical modeling is verified with the results from field loading tests on pile foundations in Qinghai-Tibet ±550 kV transmission line project. On this basis, parametric studies are carried out to uncover the behavior of pile in frozen soil. It is observed that pullout is the dominant failure mechanism of pile and the uplift load-displacement curve clearly exhibits an asymptote, consisting of initially linear elastic, nonlinear transition, and finally linear regions. These results are consistent with the observations in a few previous studies. In addition, larger uplift capacity of pile foundation in freezing period and gravelly sand is gained (about 20%). Lateral loading increases the deflection and therefore, decreases the uplift capacity of pile foundation. For the convenience of using the results obtained in practice, the values of uplift factor for pile foundation in silty clay and gravelly sand are provided. Finally, it should be noted that the method used, and the results obtained in the current work could be useful for engineers and designers, at least providing them some qualitative evidence for pile design in seasonally frozen soil regions and permafrost regions. This is important and necessary to ensure the safety of construction in such regions. Meanwhile, numerical analyses in the current work can be a benchmark example for subsequent research studies. © 2022 Science Press (China).  相似文献   

套管外补贴技术及其在惠州油田的应用分析          下载免费PDF全文

张伟国  艾飞 《探矿工程》2015,42(4):30-33

针对海洋油田长时间开发后出现的套管完整性问题,考虑到传统的修补措施如跨越式封隔器等无法满足后期作业对井眼尺寸的要求的现状,提出了套管外补贴技术。介绍了套管外补贴的原理及在惠州油田HZ19-3-6和HZ26-1-16井的应用情况。结果表明,修复后的套管能保持原有强度且产生永久密封,具有不“牺牲”井眼尺寸等优点。针对作业过程中出现的复杂情况进行了深入分析,对海洋油田套管完整性的修复工作具有实践和理论指导意义,同时也给水井、地热井套管的修复提供借鉴和启示。  相似文献   

应力分散型预应力抗拔桩系列技术研究与应用          下载免费PDF全文

何世鸣 《探矿工程》2015,42(2):74-78

根据目前国内外预应力抗拔抗浮桩、部分粘结预应力抗拔抗浮桩的优缺点以及使用的局限性——长螺旋钻机对于桩径＞800 mm或桩长＞30 m的桩力不从心,研究了应力分散型预应力抗拔桩及钢筋钢绞线笼系列技术,用于一个直径1 m、桩长60 m的抗拔桩工程,采用旋挖成孔,可实现在工程桩上进行大吨位试桩,受力合理,节省资金和工期,实践证明该系列技术有很好的应用前景。  相似文献   

大口径钻井自平衡浮力法下管关键技术研究     

刘宪全  余大友  毕万顺 《安徽地质》2015,(3):206-211

介绍了大口径瓦斯抽排井施工中自平衡浮力下套管新工艺方法;通过对该工艺的相关理论与关键技术研究,采用理论分析、试验和数值模拟相结合,并实际指导顾桥矿5#瓦斯抽排井关键下套管的施工,使大口径瓦斯抽排井关键下套管施工更安全、可靠。  相似文献   

平动及其在起潮力中的作用   总被引：2，自引：1，他引：1  

刘序俨  洪星  杨军 《大地测量与地球动力学》2002,22(4):26-30

在讨论日月起潮力时，可以不考虑地球的自转，把地球绕地月公共质心的运动直接看成平动是安全合理的，给出了在平动前提下，地球表面或地球内部任意一点在随地心绕地月公共质心作圆周运动时的轨迹方程，从而从数学上论证了可以把地球任意一点的起潮力定义为天体（月球或太阳）对该点的引力与地心引力的矢量差，既简明又抓住了起潮力的本质。  相似文献   

1996—2008年塔中地区的风沙环境特征     

杨兴华  何清  艾力&#;买买提明  刘新春  霍文 《沙漠与绿洲气象(新疆气象)》2010,4(2):21-25

对塔中气象站1996—2008年气象数据分析和野外观测试验及理论计算,结果表明:塔中地区地表沙源平均粒径约为2.88φ(136μm),属于细砂、极细砂;年平均风速均在2.5 m·s-1以下,近10年来整体呈下降趋势,风速的年变化呈单峰分布,最大值出现在6—7月,风向与起沙风向以偏东风为主;2 m高度的起沙风速约为4.1 m·s-1;年浮尘、扬沙日数呈波动式上升趋势,年沙尘暴日数呈缓慢下降趋势;年风蚀气候因子平均为28.3。  相似文献   

雷暴云首次放电前两种非感应起电参数化方案的比较   总被引：13，自引：2，他引：11  

郭凤霞  张义军  言穆弘 《大气科学》2010,34(2):361-373

在三维强风暴动力-电耦合数值模式中分别引入两种基于不同实验室结果的非感应起电参数化方案S91和SP98, 对比分析了一次雷暴单体首次放电前, 利用两种方案模拟得到的非感应电荷转移区域、极性、量级和电荷结构的演变特征, 及其与有效液态水、温度、粒子分布和对流之间的关系。结果表明, S91中, 起电区域逐渐由高温、高有效液水区向低温、低有效液水区转移。电荷转移量快速增加, 且由以正极性为主过渡为以负极性为主。电荷结构由偶极性转变到三极性。SP98中, 淞附增长率的大值区范围较大, 霰以携带正电荷占绝对优势, 易形成反极性的电荷结构, 但有进一步转变为三极性的趋势。两种方案的共同点表现为: 电荷层较高, 位于对流区上部及雷暴移动方向前侧出流区; 正电荷转移多发生在高有效液态水(或淞附增长率)和高温区, 负电荷转移都发生在低有效液态水(或淞附增长率)和低温区; 转移电荷的正中心均位于霰的累积区中心, 负中心易出现在冰晶和霰共存区的中心。  相似文献   

长春地区对流云起电过程的数值模拟   总被引：1，自引：0，他引：1  

侯团结  牛生杰  雷恒池  郭学良  孙安平 《南京气象学院学报》2008,31(2):221-227

在三维强风暴动力和电耦合数值模式的基础上,考虑了粒子直径及降落末速差对转移电荷的影响,把非感应起电参数化方案作了进一步改进,对长春地区两次不同强度、不同环境风切变的对流云内电荷累积和电场发展过程进行了模拟分析。结果表明,对流云上升气流达到极大值时,较强和较弱两块云分别具有三极性和反偶极性电荷分布结构。垂直上升气流是表明电场发展强弱的重要参量。对发展强烈的对流云,较强的上升气流使霰和冰晶在云体的中上部维持较长的时间．存在感应和非感应起电的跃增。  相似文献   

巨厚灰岩油藏中隔夹层与高渗层成因与发育规律 ——以伊拉克H油田Mishrif组为例     

乔占峰  孙圆辉  曹鹏  朱光亚  邵冠铭  王拥军  张杰  孙晓伟 《海相油气地质》2022,27(1):71-83

隔夹层和高渗层是影响油田开发效果的重要因素.以伊拉克H油田Mishrif组为例,基于岩心和测井资料,在渗透率控制因素分析的基础上,研究了隔夹层和高渗层的成因类型与发育规律,并探讨了对油田开发的指导意义.Mishrif组生物碎屑灰岩渗透率与岩石结构、孔隙类型和成岩改造密切相关,受沉积和成岩作用的共同控制.隔夹层包括隔层、...  相似文献