关中地区重力场动态演化特征与地震活动分析

系统分析了陕西关中测区1983～2003年的流动重力观测资料,研究了重力场的时空动态演化特征,结 果表明:①地震孕育阶段,伴随异常点段增多,重力场在一定范围内出现区域性的重力负异常,地震往往发生在异 常区的边缘或重力异常梯度带上,震后逐渐回升;②重力场变化图像较好地反映了在区域应力场和震源应力场作 用下断层活动引起的重力效应;③关中重力场的转折变化受制于大区域应力场的影响和作用。     

我国主要旱地作物水分供需状况分析及改善对策

建立了一个农田水分计算和评价模型,并利用1961～2000年月平均气候和有关作物资料,计算分析了我国5种主要旱地作物(春小麦、冬小麦、春玉米、夏玉米和棉花)的理论需水量及其时空分布,利用水分订正系数为指标评价作物需水量的满足程度.结果表明,气候条件对不同作物生产影响不同,比如小麦生育期内普遍严重缺水,玉米生育期水分供应比较充足,但在山西、陕西等地,夏玉米的播种期、出苗期及拔节期(6～8月)也存在明显的水分亏缺现象.作者针对我国北方农田干旱严重、水分供需很不平衡的情况,提出了相应的改善建议.     

A Research on the Algorithm of Local Atomic Time

The goal of all time laboratories’ pursue is to produce and keep a stable, precise and reliable time scale. The long-term stability of the time scale is mainly taken into account in the traditional ALGOS algorithm, while the local atomic time scale should give consideration to both the long-term and shortterm stabilities. From the analysis and research on the atomic clock noise model and under the condition that the long-term stability of the local atomic time scale does not drop, a complete algorithm is proposed which is suitable for the calculation of the local time scale TA (NTSC) carried out at the time laboratory with the time-keeping clocks of a unitary type and being close in performance at the National Time Service Center, called the NTSC for short, of Chinese Academy of Sciences. The data of all the clocks in the NTSC which participated in the calculation of the International Atomic Time (TAI) all the year round in 2008 are applied to the test and verification of the new algorithm, with the result showing that both the short- and long-term stability indexes of the obtained TA (NTSC) are improved. The research result is suitable for the calculation of the atomic time scale of the time laboratory whose time keeping system is similar to that of the NTSC.     

An elastoplastic damage constitutive model for concrete

An elastoplastic damage constitutive model to simulate nonlinear behavior of concrete is presented. Similar to traditional plastic theory, the irreversible deformation is modeled in effective stress space. In order to better describe different stiffness degradation mechanisms of concrete under tensile and compressive loading conditions, two damage variables, i.e., tension and compression are introduced, to quantitatively evaluate the degree of deterioration of concrete structure. The rate dependent behavior is taken into account, and this model is derived firmly in the framework of irreversible thermodynamics. Fully implicit backward-Euler algorithm is suggested to perform constitutive integration. Numerical results of the model accord well with the test results for specimens under uniaxial tension and compression, biaxial loading and triaxial loading. Failure processes of double-edge-notched (DEN) specimen are also simulated to further validate the proposed model.     

GPS positioning accuracy using precise real‐time ephemeris and clock correction

Global positioning system (GPS) has found applications in various areas including marine geodesy. GPS positioning accuracy, however, is greatly degraded by GPS ephemeris and clock errors, particularly errors due to Selective Availability (SA). Thus, it is crucial to use precise ephemeris and clock corrections for users who require high position accuracy. Presently, precise ephemeris and clock corrections are available only in post‐mission. This paper investigates the generation of precise real‐time ephemeris and clock corrections and the positioning accuracy using them. In this research, precise real‐time ephemeris is generated from accurate dynamic orbit prediction and clock corrections are calculated using instantaneous GPS measurements. Numerical analysis using data from an actual GPS tracking network is performed that indicates use of precise ephemeris and clock corrections can improve the positioning accuracy to the one meter level. This accuracy is attainable in real‐time as the precise real‐time ephemeris and clock corrections become available in the future.     

Application of High Energy Dynamic Compaction in Coastal Reclamation Areas

High energy dynamic compaction (HEDC) is adopted in a coastal reclamation area because the grain size of backfilled soil mostly ranges between 20 cm and 100 cm. The in situ tests for evaluating the effectiveness of HEDC were performed on the backfilled soil ground. The crater depth per drop and the whole test zone elevations before and after HEDC were measured and analyzed. Dynamic penetration tests and spectral analysis of surface wave (SASW) tests were used for investigating the improvement depth. Furthermore, the allowable bearing capacity of HEDC treated ground was determined based on the results of plate-load tests. It was found that HEDC did not cause the ground surface heave during construction, and was more effective than low energy dynamic compaction (LEDC) in terms of applied energy utilization. Based on the test results, the improvement depth of HEDC at this site was not less than 14 m, and there was no obvious weak layer within the range of improvement depth. The allowable bearing capacities were larger than 160 kPa. The investigation results indicate that the HEDC technique is an effective way for improving backfilled coarse-grained soil in coastal reclamation areas. This technique helps to achieve both greater improvement depths and higher ground bearing capacities as compared with LEDC.     

MC-ICP-MS高精度测定Li同位素分析方法

以不同浓度Li元素标准样品和K、Ca、Na、Mg、Fe单元素标准样品的混合溶液为研究对象,采用3根阳离子交换树脂（AG 50W X8,200~400目）填充的聚丙烯交换柱和石英交换柱对Li进行分离富集,淋洗液分别为28 mol/L HCl、015 mol/L HCl以及05 mol/L HCl 30%乙醇,淋洗液体积小,仅为38 mL。分离回收率高,均大于976%。国际标样AGV 2（相对于IRMM 016）、BHVO 2（相对于IRMM 016）和IRMM 016（相对于L SVEC）的δ7Li值分别为(513±094)‰(2σ,n=10)、(408±060)‰(2σ,n=4)和(0038±073)‰(2σ,n=10),与前人分析结果吻合,分析精度与国际同类实验室水平相当。并对比了马里兰大学同位素实验室和笔者实验室对同种岩石矿物样品的分析结果,在误差范围内具有很好的一致性。此外,对美国地质调查局提供的准标样NKT 1霞石岩（相对于IRMM 016）给出了定值,δ7Li值为(871±046)‰(2σ,n=4)。因此,本方法可用于测定天然样品的Li同位素组成。     

川东北飞仙关组沉积控储机理研究

在礁滩型碳酸盐岩储层中,沉积对储层发育的控制作用至关重要。以川东北普光和元坝地区的下三叠统飞仙关组台地边缘浅滩相储层为例,在沉积背景及其演化分析的基础上,研究了飞仙关组沉积亚相及微相发育特征,划分并描述了典型钻井储层高频旋回,讨论了层序演化对储层发育的控制作用,高频旋回发育及其与孔隙发育的相关性、相对海平面变化与储层非均质性的关系,以及沉积、成岩环境对储层早期孔隙发育的控制作用。     

典型滑坡监测点优化布置

利用数值模拟技术与模糊模式识别算法提出了滑坡监测点优化布置的基本方法。以链子崖危岩体为例,以Ⅳ-Ⅳ′剖面作为滑坡监测点优化布置的典型剖面,根据监测变量（位移）对外界干扰因素作用下的灵敏度大小与监测信息量获取大小之间的关系,对该危岩体的监测变量（位移）进行了灵敏度分区研究,进而对该典型剖面的监测点进行了优化设计。研究结果表明,链子崖危岩体地表位移监测点宜布置在位移量明显和状态变化灵敏度较高的部位,深部位移监测钻孔宜穿越所有水平位移变化的灵敏区域。