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

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).     

基于机器学习的表层土壤成矿元素空间预测: 以稀有金属铷元素为例

近些年随着土地质量地球化学调查工作的开展,获取了大量表层土壤样品数据。然而,这些数据也存在一个明显的缺陷,即1∶50 000大比例尺表层土壤数据往往缺少成矿元素。鉴于土壤成矿元素含量对于矿产资源勘查的重要指示作用,尝试基于现有数据对大比例尺表层土壤成矿元素含量提供一个补全方案。以稀有金属铷元素为例,采用随机森林算法把同一区域2 548组1∶250 000小比例尺表层土壤数据按照8∶2的比例随机分为两组,用80%的数据进行训练建模,20%的数据对模型进行验证。采用变量重要性度量排序和构建学习曲线的组合方法优选了8种元素(K、B、Ni、V、Zn、As、Co、Cu)作为预测变量,模型对训练数据和测试数据的拟合优度R²分别达到0.983 2和0.895 6,说明预测变量的优选方法是有效的。随后将1∶50 000表层土壤的上述预测变量数据作为输入变量导入模型中,得到预测的Rb元素含量,预测结果比较符合实际特征。本研究表明将大数据机器学习随机森林算法引入表层土壤地球化学元素含量空间定量预测具有可行性,可进一步拓展土地质量地球化学数据的服务应用维度。     

中国年封存量百万吨级CO2地质封存选址策略

CO₂地质封存是实现碳中和背景下难减排产业可持续发展的重要支撑技术。相较一些发达国家已经成功实现封存量为每年百万吨级CO₂封存项目工业化,中国的CO₂地质封存项目起步较晚,以封存量为每年十万吨级CO₂封存项目为主,而针对年封存量百万吨级及以上大型CO₂封存项目的选址、封存和监测尚缺乏经验。在针对世界上15个年封存量百万吨级CO₂地质封存项目成功案例调研基础上,按照封存场地圈闭地质类型划分了构造型圈闭(背斜型、断层型和裂缝型)和岩性型圈闭(砂岩型和碳酸盐岩型)两大类。在统计不同类型封存场地地质特征参数基础上,从“规模性、注入性、安全性和经济性”4大指标入手,提出了“大(Big)、通(Permeable)、保(Preserved)、值(Value)” BPPV选址原则,明确了年封存量百万吨级CO₂地质封存场地选址原则及参数标准。我国盆地类型多样差异大,需要采取不同的CO₂封存策略。针对鄂尔多斯、大庆油田等大型坳陷型盆地,由于其构造规模大、砂体分布面广、大规模背斜和岩性圈闭发育,寻找大型整装深层盐水层或者衰竭型油气藏封存场地的潜力大;针对东部渤海湾及近海断陷型盆地,由于断层发育、断层相关圈闭多、单圈闭容量较小,封存有效性受断层影响大,宜采取圈闭群综合评价与断层活动性动态评价相结合的策略;对西部叠合盆地,盆地边缘构造冲断带一般构造应力强、地层压力高、CO₂注入难度大,但盆地中央古隆起斜坡可以成为有效的封存场地,因此对西部盆地需要采取分区分带分层评价策略。     

电感耦合等离子体质谱法测定灌木枝叶中微量元素的样品预处理方法研究

利用电感耦合等离子体质谱法(ICP-MS)测定植物样品中微量元素的关键技术是消除植物样品的有机基体效应,本文通过预处理方法中的酸消解体系、称样量和消解方式消除其影响。以国家标准物质灌木枝叶组合样(GBW07603)为材料进行研究,对比分析了硝酸-过氧化氢、硝酸-氢氟酸、硝酸-氢氟酸-过氧化氢3种酸溶体系的消解效果,以确定最佳酸溶体系,进而定量研究2种称样量(50 mg和100 mg)和3种消解方式(密封高压二次消解、密封高压一次消解、微波消解)的消解效果,并以In作为内标采用ICP-MS测定微量元素含量。结果表明:硝酸-氢氟酸-过氧化氢酸溶体系的消解效果最好;50 mg的测定值更接近于参考值;微波消解法的测定值明显偏低,而密封高压二次消解法是灌木枝叶样品预处理的有效方法。     

中国铜矿床成矿系列研究进展

矿床成矿系列理论在中国经过三十多年的发展,已被广泛应用于找矿勘查实践。文章在以往矿床成矿系列研究的基础上,对中国铜矿床的成矿系列进行了补充与完善,厘定出30个以铜为特色的矿床成矿系列。结合全国地质与成矿演化,分析铜矿床成矿系列在主要地质历史时期的特点与时空分布规律,其中,前寒武纪7个铜矿床成矿系列,矿床类型以变质型和岩浆型为主;古生代8个铜矿床成矿系列,矿床类型以海相火山岩型为主;中生代13个铜矿床成矿系列和新生代2个铜矿床成矿系列,矿床类型均以斑岩型和矽卡岩型为主。西藏地区铜矿找矿突破显著,新增2个全国范围的铜矿床成矿系列。矿床成矿系列的复合,是中国铜矿床成矿系列研究的重要成果和特色。     

低温常压条件下NaCl-H_2O体系对铜活化迁移的影响因素Ⅱ:pH值和盐度

文章采用动态模拟实验研究了卤水NaCl-H2O体系不同盐度、酸碱度对砂岩中铜元素的活化迁移作用。结果表明,在常压室温环境下,卤水盐度越高,越有利于含铜砂岩中铜的活化迁移,不同盐度卤水对铜的活化强度表现为w(NaCl)为25%的溶液w(NaCl)为20%的溶液w(NaCl)为10%的溶液w(NaCl)为5%的溶液。酸碱度条件模拟实验,揭示了强酸(pH=0.71)或者强碱(pH=10.28)环境有利于铜的活化迁移,尤其是在强酸(pH=0.71)条件下,可极大增强铜的溶解性,这对于解释蒸发岩盆地含铜卤水的成矿过程具有重要的理论和实际意义。     

试论新疆成矿体系与时空演化模式

文章探讨了成矿体系的内涵,在以往研究成果和编制1∶1 500 000中国新疆维吾尔自治区矿床成矿系列图的基础上,根据先时间、后空间、再成因的总体思路,完善了新疆前寒武纪、早古生代、晚古生代、中生代、新生代五个时段成矿体系,初步构建了各时段成矿体系的时空演化模式,总结出5个时段成矿体系的特点是:前寒武纪为基底陆壳的形成与发展各具特色的成矿体系;早古生代板块体制早期发育具中亚成矿域特色的成矿体系;晚古生代板块体制晚期发育具中亚成矿域特色的成矿体系;中生代新疆北部发育板内西域成矿特色的成矿体系和新疆南部发育特提斯成矿域特色的成矿体系;新生代发育板内西域成矿特色的大陆成矿体系。     

新疆阿斯喀尔特铍钼矿床中辉钼矿Re-Os定年及成因意义

阿斯喀尔特铍钼矿床位于中亚成矿域阿尔泰成矿省哈龙-青河成矿带的东南部。7件辉钼矿样品Re-Os同位素年龄介于(224.6±3.1)Ma与(235.7±3.4)Ma之间,加权平均年龄为(229.0±3.0)Ma,等时线年龄为(228.7±7.1)Ma,表明成矿作用发生于印支期。辉钼矿样品Re含量为38.26~56.45μg/g,指示成矿元素Re具有壳幔混合来源特征。由于阿斯喀尔特铍-钼矿床成矿时代晚于古亚洲洋闭合时间(约250 Ma),并且花岗岩-伟晶岩体系中的晚期伟晶岩以低的锆石Hf同位素组成(–1.50~+1.69)为特征,相似于区域中侵入的三叠纪伟晶岩中锆石Hf同位素组成,如可可托海3号脉、柯鲁木特112号脉,因此,推测与阿斯喀尔特铍钼矿床具有成因联系的花岗岩-伟晶岩体系,其成因与哈萨克斯坦-西伯利亚板块在晚古生代发生陆-陆碰撞造山作用,在三叠纪构造体系由挤压转为伸展背景下,先期存在幔源物质的古老地壳物质发生减压部分熔融有关。     

贵州省独山江寨地区下泥盆统碎屑岩物性、粒度特征及沉积环境讨论

通过对独山江寨地区下泥盆统丹林组、舒家坪组的石英砂岩、含砾砂岩的粒度分析,并结合上述两个地层组岩性组合和沉积构造特征,对该时期沉积环境进行了详细分析,识别出该地区下泥盆统为无障壁滨岸相的砂(砾)质高能海岸型沉积环境,层序特征具海岸沙丘-后滨(海滩砂脊)-前滨-临滨亚相的三个退积沉积旋回序列。     

贵州云台山世界自然遗产地白云岩峰丛—峰林地貌及其对比

本文从云台山景区峰丛—峰林地貌的形态特征、分布、成因与演化等多个方面入手,再与贵州荔波喀斯特、云南路南石林以及贵州兴义万峰林景观进行对比,通过地貌对比,揭示白云岩峰丛—峰林地貌的独特性。