地震勘探中广义弹性阻抗的正反演

常规的地震道反演方法建立在反射P波垂直入射假设 的基础上,而实际地震资料采集时多数是非零炮检距的，反射振幅是共中心点道集叠加的结 果 . 因此，利用常规地震道反演方法就不能得到可靠的波阻抗或其他岩性信息. 本文利用Patr ick Connolly弹性阻抗的思想，通过对Zoeppritz方程的进一步简化，推导出适合常规叠后 资料的、非零炮检距条件下纵波反射系数递推公式，提出了广义弹性阻抗的概念，解决了非 零炮检距条件下，常规叠后地震道正反演的关键问题. 广义弹性阻抗不仅包含波阻抗，还包 含了纵横波速度等岩性信息，具有很好的实用价值. 进行广义弹性阻抗的反演，能较常规地 震道反演获得更多、更可靠的流体、孔隙度、砂泥含量等信息，有助于解释常规地震道反演 和道积分剖面中的假象，降低反演的多解性，提高储层预测的精度.     

Foundation settlement statistics via finite element analysis

The dispersion observed in soil data comes both from the spatial variability which greatly influences the behavior of large structures and from errors in testing. Thus, the geotechnical engineering deals with uncertainties for which deterministic approaches are not suitable. The resort to probabilistic techniques, enables modeling uncertainties by analyzing their dispersion effect on the global behavior of the structure. The scope of this paper is analyzing settlement and differential settlement variability of a pair of foundations on random heterogeneous medium. The random soil properties of interest are the elastic modulus, and the Poisson ratio. The elastic modulus is modeled as a spatially random field by adopting the lognormal distribution, which enables analyzing its large variability. Because soil Poisson ratio is bounded in practice between two extreme values, its random field is obtained by using the Beta distribution. In this study, one proposes for the Beta field determination, a mapping technique on the probability distribution function diagram, by solving a non-linear equation. However, the mean and variance are unchanged through the mapping operation. Because the soil Poisson ratio is a positive parameter, one prefers to perform the mapping operation with the probability function of the lognormal distribution. Also, the proposed technique can be used for other bounded soil properties such as the porosity. In this paper, settlement and differential settlement statistics prediction are carried out using Monte Carlo simulations combined with deterministic finite element method (DFEM). A performed parametric study shows the following: (i) as the variability of the elastic modulus increases as settlement and differential settlement statistics are important, also, settlement statistics decreases as the Poisson ratio variability increases, and differential settlement statistics do not seem be affected by its variability. (ii) settlement and differential settlement statistics are important for positive inter-property correlation. (iii) a great influence of the correlation lengths on settlement and differential settlement statistics.     

Geotechnical characterization of carbonate marls for the construction of impermeable dam cores

Fine-grained, more or less cohesive carbonate materials are extremely widespread in terms of surface area and are, therefore, commonly used as materials to construct impermeable cores for dams. However, it has not been adequately documented whether the carbonate content in fine-grained soils significantly affects their engineering behaviour. The present study shows that the carbonate content substantially influences the engineering behaviour of clayey material. For this, we subjected 32 samples to different laboratory tests, such as the normal Proctor, the Atterberg limits, granulometric analysis, oedometric and undrained triaxial tests. The resulting parameters were correlated with the carbonate content of the samples.

The materials studied in this work had been used in the construction of the impermeable core of the San Clemente Dam, belonging to the hydrographic basin of the Guadalquivir River (southern Spain). These marls present, as their prime characteristic, a carbonate content of the fine fraction consistently exceeding 50%, giving them special importance in the study of this phenomenon.

In this study, a direct relationship was found between the geotechnical properties of the soils studied and their degree of compaction, with the carbonate content and the type of minerals in the clay being the main factors determining the behaviour of these soils. Finally, we conclude that the percentage of carbonates should be used as a classification criterion for the soils used to construct the cores of earth-filled dams.     

考虑时间效应的E-μ 模型

为进行三峡泄滩滑坡体的变形建模和稳定性数值分析，进行了滑动带土的三轴排水蠕变试验，并在此基础上，提出了排水条件下粘性土与时间有关的非线性弹性模型，即与时间有关的邓肯-张E-μ 模型。该模型假定 ， 不随时间变化， ， ， ， ， ， 均与时间有关。通过试验数据拟合，给出了部分参数（如 , , , ）与时间的关系式及模型的12个参数值。通过计算值与试验数据的对比表明：该模型适合于该滑动带粘土。     

Large scale buffer material test: Mock-up experiment at CIEMAT

FEBEX is a demonstration and research project, which is being carried out by an international consortium led by the Spanish agency ENRESA and simulates components of the engineering barrier system in accordance with the ENRESA's AGP (Deep Geological Disposal) Granite reference disposal concept. The project includes tests on three scales: an “in situ” test at full scale in natural conditions; a “mock-up” test at almost full scale in controlled conditions; and a series of laboratory test to complement the information from the two large-scale test.The components of the mock-up test are similar to those of the “in situ” test: two electric heaters, a clay barrier consisting of highly compacted bentonite blocks, instrumentation, automatic control of heaters, and a data acquisition system for the data generated. The heterogeneities of the natural system (granite formation) are avoided, the hydration process is controlled with unlimited amount of water at constant pressure, and the boundary conditions are better defined than in the “in situ” test.The operational phase -hydration and heating- started in February 1997. It was initially planned to last for three years, but it has been decided to extend the operational phase to get as close as possible complete saturation of the buffer.Fifty-five months after the start of the operational phase, it can be concluded that the synergy achieved from the simultaneous, integrated performance of tests at different scales, is a valuable approach to establishing the viability of the reference concept, and making progress in the understanding and evaluation of the behaviour in the near field, especially the clay barrier.     

Ab initio elasticity of FeS2 pyrite from 0 to 135 GPa

Polynomial expressions for the elastic tensor coefficients, the bulk, the shear and Young’s moduli, the speed of sound for longitudinal and transverse waves, the equation of state and the x coordinate of the sulfur atom in pyrite are reported based on ab initio calculations in the range of 0–135 GPa. Comparison with published experimental data indicates good agreement for the equation of state and for values at 0 GPa as well as reasonable agreement for first derivatives. All modeling and interpretation was performed with Materials Toolkit v.2.0 and all ab initio computations with VASP.     

水饱和土层中骨架波速的获取与分析

本文较详细地研究了水饱和状态下土体的波速性质，提出了由饱水土体波速值计算土体骨架波速值的方法。用本文的方法可以解决在工程地质工作中波速测试方面存在的一些问题。     

正交异性岩体水力压裂应力测量原理和方法

本文根据岩体力学性质的各向异性，以岩体正交异性弹性理论为基础，提出用水力压裂法测算水平方向两主应力大小和方向的原理及测量有关岩体弹性参数的方法。