北部湾地区海砂填料的动力特性分析     

王家全  陈胜前  唐毅  黄世斌  黄钦政 《海洋工程》2020,38(5):149-155

为研究北部湾地区海砂填料的动力特性，采用高级动态三轴测试系统开展循环荷载下的动三轴试验，研究不同围压及不同动应力幅值对海砂动力特性的影响规律。试验结果表明：轴向累计应变随围压增加而减小，围压150 kPa时振次10 000后应变仅为3%；随着动应力幅值的增大轴向累积应变随之增大，且达到破坏标准的时间越短。动弹性模量随着动应力幅值和围压的增加而增大，不同围压下动弹性模量随动应变的增加出现先骤减再略减后稳定的发展趋势，ε_d>0.3%后开始趋于稳定；不同动应力幅值下动弹性模量出现先增后减直至稳定的趋势，其中动应力幅值对动弹性模量有明显的影响，围压影响相对较小。孔压比随动应力幅值增加而减小，随围压增加而增加。  相似文献   

柳珊瑚Leptogorgia rigida中甾体类成分研究     

肖细姬  邓芸  谢路凤  张琪  韦霞  于鑫  张翠仙 《热带海洋学报》2019,38(4):64-69

首次对南海柳珊瑚Leptogorgia rigida中甾体类次生代谢产物进行研究。采用硅胶柱柱层析、十八烷基硅烷键合硅胶填料、Sephadex LH-20、高效液相色谱(HPLC)及薄层色谱(TLC)等多种方法进行分离纯化, 通过核磁共振波谱(NMR)、质谱(MS)等现代波谱分析及物理常数对照等方法进行结构鉴定。从南海柳珊瑚Leptogorgia rigida次生代谢产物中分离得到8个甾类化合物, 结构依次为: 3β, 6β, 11-trihydroxy-9, 11-seco-5α-chloest-7-en-9-one (1); 3β, 6α, 11- trihydroxy-9, 11-seco-5α-chloest-7-en-9-one (2); 3β, 6α, 11-trihydroxy-5α-chloest-7, 22(E)-dien-9-one (3); pregnan-4-en-3, 20-dione (4); 5α-pregnan-3, 20-dione (5); 3β-hydroxy-pregnan-5-en-20-dion (6); 3β-hydroxy-5α-pregnan-20-one (7); 和3β, 6α, 11-trihydroxy-9, 11-seco-5α-gorgosterol (8)。所有化合物均首次从Leptogorgia属中得到。  相似文献   

Constitutive modelling of fine-grained gassy soil: A composite approach     

Zhiwei Gao  Yi Hong  Lizhong Wang 《国际地质力学数值与分析法杂志》2020,44(9):1350-1368

Fine-grained marine sediments containing large undissolved gas bubbles are widely distributed around the world. Presence of the bubbles could degrade the undrained shear strength (s_u ) of the soil, when the gas pressure u_g is relatively high as compared with the effective stress in the saturated soil matrix. Meanwhile, the addition of bubbles may also increase s_u when the difference between u_g and pore water pressure u_w becomes smaller than the water entry value, causing partial water drainage from the saturated matrix into the bubbles (bubble flooding) during globally undrained shearing. A new constitutive model for describing the two competing effects on the stress-strain relationship of fine-grained gassy soil is proposed within the framework of critical state soil mechanics. The gassy soil is considered as a three-phase composite material with compressible cavities, which allows water entry from the saturated matrix. Bubble flooding is modelled by introducing an additional positive volumetric strain increment of the saturated clay matrix, which is dependent on the difference between pore gas and pore water pressure based on experimental observations. A modified hardening law based on that of the modified Cam clay model is employed, which in conjunction with the expression for bubble flooding, can describe both the detrimental and beneficial effects of gas bubbles on soil strength and plastic hardening in shear. Only two extra parameters in addition to those in the modified Cam clay model are used. It is shown that the key features of the stress-strain relationship of three fine-grained gassy soils can be reproduced satisfactorily.  相似文献   

板桥-合水地区长6₃储层成岩相孔隙结构特征及优质储层分布     

张茜  孙卫  明红霞  王倩  张龙龙 《沉积学报》2016,34(2):336-345

利用铸体薄片、扫描电镜、常规压汞、恒速压汞及相渗等资料,研究了板桥-合水地区长6₃储层成岩相类型及其微观孔隙结构特征,总结了不同成岩相的测井响应特征,确定了纵向及平面分布规律。结果表明优质成岩相的展布受沉积相、成岩作用与孔隙结构共同控制,尤其是喉道分布才是控制砂岩储层渗透性的主要因素。水云母胶结-残余粒间孔相和水云母胶结-长石溶蚀相储层主要分布于半深湖相重力流复合水道浊流沉积中,细-微细喉道发育,孔喉连通性好,渗流能力最好,油水呈相对均匀的渗流,孔隙内的油气极易通过喉道被开采出来;绿泥石胶结相、水云母胶结弱溶蚀相储层位于分支水道边缘,呈孤岛状分布,孔喉半径小但分布均匀,渗流能力中等-差;碳酸盐胶结相、碳酸盐+水云母胶结相储层主要发育在分支水道间,孔隙结构发育程度差,喉道细小且孔喉连通性差,富集于孔隙中的油气难以通过小喉道,采收率低。  相似文献   

连续弯道水流模拟中二次流修正效果评价   总被引：1，自引：0，他引：1       下载免费PDF全文

周刚  姚仕明  秦翠翠  贾鹏 《水科学进展》2016,27(2):266-279

为了选择适用于复杂连续弯道的二次流修正方法,选取了线性方法中两种典型的计算模式,通过在正交曲线坐标系二维浅水动量方程中增加扩散应力项开发了考虑二次流影响的平面二维水流模型。基于不同复杂度的4个连续弯道试验的水位和流速分布资料,通过理论分析和数值试验对比定量评估了传统二维模型和两种二次流修正方法在连续弯道水流模拟中的效果。测试结果表明,Delft3D模型的二次流修正方法自由度较高,适用于不同复杂度的连续弯道水流模拟,而Lien模型二次流修正方法适用于微弯或中弯,应用于中弯时需要慎重选用,不适用于急弯连续弯道模拟。两种方法比较,建议连续弯道水流模拟中优选Delft3D模型的二次流修正方法。  相似文献   

河南义马地区页岩气储层孔隙非均质性     

张晓波  左兆喜  张超  司庆红  张义 《地球学报》2016,37(3):340-348

运用高压压汞、液氮吸附及渗透率测试等实验,利用极差、突进系数、变异系数等参数,表征煤系页岩孔渗特征及孔隙层间非均质性,分析孔隙层间非均质性主控因素。结果表明:河南义马地区上、下石盒子组泥页岩微孔与小孔较为发育,山西组大孔较为发育,分别提供了气体吸附附着面积和储存运移空间;上石盒子组孔容与孔径相对偏差最小,孔隙分布均匀,山西组比表面积相对偏差最小,表面积分布均匀;随围压增大,渗透率不断降低,且满足负指数相关关系;渗透率级差、突进系数和变异系数显示下石盒子组渗透率非均质性较弱,山西组渗透率非均质性很弱,更易于压裂开发。非均质性宏观上主要受沉积物质组成和构造改造作用影响,微观上受成岩演化影响。  相似文献   

煤田资料的铀矿二次开发技术及其找矿意义——以二连盆地ZS煤田铀矿点的发现为例   总被引：2，自引：1，他引：1       下载免费PDF全文

吴兆剑  韩效忠 《中国地质》2016,(2):617-627

在中国北方主要盆地铀矿地质调查工作中,煤田自然伽马异常作为主要矿化信息和找矿线索,为一系列铀矿床(点)的快速发现奠定了坚实基础。为进一步提高煤田资料铀矿二次开发的高效性和准确性,运用水成铀矿理论,以中国二连盆地ZS煤矿区典型铀矿点的发现为例,初步探讨了煤田资料的铀矿二次开发技术,提出了"异常筛选与选区分析、原位验证与环境判别、等时地层格架建立与沉积体系分析、综合分析与靶区定位"四位一体的煤矿区铀矿地质调查模式。这对中国北方含煤盆地铀矿地质调查工作提供了新的找矿思路和技术路线,具有较重要的指导意义。  相似文献   

Recent Trends in Geography Education in Louisiana     

Robert V. Rohli  Paul E. Binford 《The Journal of geography》2016,115(5):224-230

Geography at elementary and middle schools in Louisiana, USA., remains a social studies strand along with civics, economics, and history, with no state-required geography course at any level. But because schools may require more geography than the state standard, this research examines the extent to which K–12 students are exposed to geography in Louisiana, using an electronic survey and an interview with state department of education officials. Results suggest that geography remains underemphasized, but the 2011 implementation of new social studies standards, the Advanced Placement Human Geography course, and other initiatives offer promise for more geographically literate Louisiana citizens.  相似文献   

三角洲前缘厚层砂岩孔隙结构及微观渗流特征——以吴仓堡地区长6储层为例     

张振红  朱静  余芳  李成  汪伶俐  李文厚 《地质通报》2016,35(203):440-447

依据薄片、压汞、扫描电镜、物性分析及油水驱替实验资料,对吴仓堡地区三角洲前缘亚相长6厚层砂岩储层的岩石学特征、孔渗特征、孔隙结构特征、成岩作用、微观渗流特征等进行深入研究,分析影响储层储集性能的主控因素。结果表明,受东北物源控制的长6厚层砂岩储层具有成分成熟度中等、结构成熟度较好的特点,储集空间主要为残余粒间孔和粒间溶孔、粒内溶孔,为典型中低孔、特低渗储集层;储层储集性能主要受沉积微相和成岩作用控制。对储层发育影响最大的成岩期位于中成岩A期,中等压实－粘土膜胶结残余粒间孔发育成岩相和弱压实-残余粒间孔+溶蚀孔隙发育成岩相是最有利储层发育的成岩相带。根据微观渗流特征,可划分出4种驱油类型,微观孔隙结构比宏观物性更能反映储层的本质特征。  相似文献   

Effect of Groundwater Fluctuations on Pore Pressures and Earth Pressures on Coastal Excavation Retaining Walls     

Lisha Zhang  Kanghe Xie  Dazhong Huang 《Marine Georesources & Geotechnology》2016,34(8):770-781

Pore water and earth pressures acting on retaining structures are investigated using an efficient coastal double-layered excavation model to determine offshore excavation responses to groundwater fluctuations outside foundation pits. Total pore water pressure includes excess pore water pressure (due to groundwater fluctuations) and steady pore water pressure (due to steady seepage) determined using one-dimensional consolidation theory of double-layered soil and one-dimensional steady-state flow theory, respectively. Rankine's active and passive earth pressures are obtained from pore water pressure. This method is applicable to arbitrary groundwater fluctuation conditions. How physical parameters affect pore water pressure is numerically investigated using examples, demonstrating the method's practicality for calculating pore water and earth pressures.  相似文献