基于动力触探的砾性土液化判别方法通用性研究

能量传递率是衡量贯入类试验锤击效率的一个重要指标。国外对这一指标需要进行现场实测,进而修正贯入试验的锤击数,建立评价场地承载力、液化势等特性的标准化锤击数。国内规范中,则较少考虑贯入试验的锤击能量传递率的问题,且缺少现场试验测试数据,导致基于贯入类试验锤击数的地基评价方法难以与国外标准进行横向对比。为解决这一问题,选取川滇地区西昌地震实验场的3个勘察试验点。采用能量测试仪实测标准贯入试验能量传递率,研究我国常规SPT试验装置锤击效率,并评价其稳定性。试验实测结果显示,现场标准贯入试验的锤击能量传递率均值基本超过75%。能量传递率随着贯入深度的增加稍有增加,地表下20 m范围内增长幅值为10%左右。试验结果可为评价我国常规SPT试验设备的锤击效率提供依据。     

行星际-赤道电场穿透效率的数值模拟研究

电场穿透作为强烈地磁活动期间太阳风-磁层-电离层电动力学耦合的重要形式,近年来一直是空间物理学最为活跃的课题之一.在过去的近40年里人们一直关注于观测证据的寻找以及物理过程的模拟,“电场穿透效率”这一重要定量化指标直到最近几年才得到重视.本文定义赤道电场增量与对应的行星际电场增量的比值为穿透效率,通过数值模拟的方法对穿透效率的地方时变化以及与中性风发电机的关系做了实验性讨论,在一定简化条件下结果表明：（1）不考虑跨极盖电势饱和的情况下,赤道电场增量与行星际电场增量呈线性关系,且中性风发电机并不影响电场穿透效率;（2）恒定重联线长度L的限定下,穿透效率具有明显地方时依赖性.例如对于L=2.6 RE,在9LT至23LT之间,穿透效率维持在10％左右;0LT至7LT之间,穿透效率迅速从2％上升至30％后又迅速回落到原始水平,形成尖峰.这些结果基本符合观测特征.     

黏度时变性宾汉体浆液的柱-半球形渗透注浆机制研究

浆液黏度时变性对注浆扩散范围计算值影响很大。基于宾汉体浆液的流变方程与流体黏度时变性方程,建立了黏度时变性宾汉体浆液的流变方程与渗流运动方程,并依据某些假设,推导了时变性宾汉体浆液柱-半球形渗透注浆机制及探讨了半球体部分扩散半径l1与柱体部分扩散长度m的关系：m=(2l1 /3)(2n+1)。通过设计室内注浆试验对其进行了验证,结果表明：由黏度时变性宾汉体浆液的柱-半球形渗透机制计算的半球体部分扩散半径、圆柱体部分扩散长度及注浆扩散体体积的理论值与试验测量值虽分别有15%、10%及40%左右的差异,但都处于可接受误差范围内,因而,在总体上能较好地反映黏度时变性宾汉体浆液的柱-半球形注浆渗透规律,对注浆设计、施工和理论研究等方面具有一定的参考价值与指导作用     

扁铲侧胀试验估算地基承载力初探

通过大量扁铲侧胀试验的测试数据，以静力触探比贯入阻力Ps为桥梁，建立了扁铲侧胀试验扁铲模量ED与地基承载力特征值fak之间的经验公式，最后通过实测数据对本经验公式进行了验证。     

原位测试及快剪指标的对比与分析以大连长兴岛葫芦山湾海域海相黏性土为例

以大连长兴岛葫芦山湾海域为例, 通过对海相黏性土(Q4m)标贯、十字板及土工试验快剪指标的统计, 提出了该区域海相黏性土的标贯、十字板、土工试验快剪指标特征值, 以按深度分组统计的试验指标平均值为分析指标进行对比分析, 建立了深度及标贯、十字板、土工试验快剪指标之间的经验关系15个。     

平面影像到QTM像元的转换算法及精度分析

平面影像数据到四元三角网(Quaternary Triangular Mesh,QTM)像元的转换是实现全球QTM格网影像无缝建模的首要任务。提出基于面积权的数据转换方法,给出不同类型的权重及格网值的计算,并利用ArcGIS中256级灰度的Wsiearth.tif图像数据分析了转换精度。结果表明:将4 km分辨率的影像数据转换到12层的QTM像元时,转换误差在0~2灰度内占96.27%,对一般应用的影响可以忽略不计。     

Numerical analysis of penetrometers free-falling into soil with shear strength increasing linearly with depth

Dynamic penetrometers have been used for offshore oil and gas industry applications such as pipeline feasibility studies and anchoring systems, and military applications including naval mine countermeasures and terminal ballistic studies. The main challenge of using dynamic penetrometers is the interpretation of their test results in order to deduce the mechanical properties of the penetrated soil via empirical or theoretical relations. Recently, a robust numerical method based on the Arbitrary Lagrangian–Eulerian (ALE) technique has been developed for analysing dynamic penetration problems and used to investigate a smooth penetrometer free falling into a uniform layer of clayey soil. Numerical as well as experimental results indicate that the penetration characteristics, including the impact energy, total time, and total depth of penetration, depend on the mechanical properties of the soil including its stiffness and strength parameters as well as the geometry of the penetrometer and its initial impact energy. In this study, the ALE method is employed to study the effect of shear strength increasing with depth (a common condition of seabed deposits) on the penetration characteristics of a free falling penetrometer. Conducting more than two thousand numerical simulations has shown that there is an approximate quadratic relation between the final embedment depth of a FFP penetrating into a non-uniform clay soil and the combined kinetic energy on contact with the soil and subsequent loss in potential energy of the penetrometer.     

矿井电穿透法一维正演数值模拟

通过研究工作面两巷道间电穿透建场理论和一维正演数值模拟,结果表明6种电穿透技术对工作面顶底板内的电性变化特别敏感,而对工作面煤层内部的电性变化反应不敏感。为该方法探测工作面顶底板内的含水、导水构造提供了理论依据。     

Characterization of liquefaction resistance in gravelly soil: large hammer penetration test and shear wave velocity approach

Gravelly soil is generally recognized to have no liquefaction potential. However, liquefaction cases were reported in central Taiwan in the 1999 Chi-Chi Taiwan earthquake and in the 1988 Armenia earthquake. Thus, further studies on the liquefaction potential of gravelly soil are warranted. Because large particles can impede the penetration of both standard penetration test and cone penetration test, shear wave velocity-based correlations and large hammer penetration tests (LPT) are employed to evaluate the liquefaction resistance of gravelly soils. A liquefied gravelly deposit site during the Chi-Chi earthquake was selected for this research. In situ physical properties of soil deposits were collected from exploratory trenches. Instrumented LPT and shear wave velocity (V_s) measurements were performed to evaluate the liquefaction resistance. In addition, large-scale cyclic triaxial tests on remolded gravelly soil samples (15 cm in diameter, 30 cm in height) were conducted to verify and improve LPT-based and V_s-based correlations. The results show that the LPT and shear wave velocity methods are reasonably suitable for liquefaction assessment of gravelly soils.     

城市道路网面域层次结构特征的识别与表达

层次性是道路网一个重要的空间结构特征,文中提出一种城市道路网面域层次结构特征的识别与表达方法。首先以路链为基本单元对道路网数据进行重新组织,选取连通度、接近度、中介度和长度对路链的结构特征重要性进行评价;然后以道路网眼作为表达道路网面域层次结构特征的基本单元,依据路链的属性等级、结构特征重要性以及视觉对称性原则,依次选取路链对道路网最大包络区域进行层次剖分从而获得其包含的各级层次道路网眼;最后利用二叉树模型对道路网眼之间的层次关系和邻接关系进行结构化表达。实验结果表明,所提方法能够完整提取出道路网包含的全部道路网眼并准确建立它们之间的空间关系,其结果能较好地反映道路网面域的层次结构特征。