The elastic constants of monoclinic single-crystal chrome-diopside to 1,300 K

Values of the complete adiabatic elastic tensor for single-crystal chrome-diopside (a monoclinic pyroxene mineral) are presented from 298 to 1,300 K. The data were obtained using resonant ultrasound spectroscopy (RUS). They are the first published results for the temperature T dependences of the 13 individual elastic constants C _ij of any clinopyroxene mineral. Each C _ij is appropriately described by a linear function in T throughout the range of T. Values for each (∂C _ij /∂T) _P in GPa K⁻¹ are as follows: C ₁₁, −0.0291; C ₂₂, −0.0248; C ₃₃, −0.0179; C ₄₄, −0.0103; C ₅₅, −0.0077; C ₆₆, −0.0152; C ₁₂, −0.0119; C ₁₃, −0.0064; C ₂₃, 0.0000; C ₁₅, 0.0025; C ₂₅, 0.0022; C ₃₅, −0.0046; and C ₄₆, 0.0026. Values of (∂M/∂T) _P in GPa K⁻¹, where M represents an isotropic bulk property calculated from the C _ij data, are as follows: adiabatic bulk modulus K _S , −0.0123; isothermal bulk modulus K _T , −0.0178; and shear modulus G, −0.00998. Some diopside derivatives, notably (∂K _S /∂T) _P , (∂K _T /∂T) _P , and (∂V _P /∂T) _P , where V _P is the compressional wave velocity, have smaller magnitudes than all other minerals of importance in Earth’s mantle, thus, confirming predictions from systematics studies. We find several dimensionless quantities for this monoclinic mineral have normal values compared to other mantle minerals. Further, αK _T (α is the volume coefficient of thermal expansion) for diopside is approximately independent of both T and volume V at elevated temperature, so its equation of state is accurately expressed in simplified form.     

土压缩模量预测回归分析方法

在土压缩模量Es的分析计算中,常用的分析方法是根据土的e-p曲线试验资料建立公式求解,本文引入了数学上的回归分析方法来探讨Es与其它各项物理力学指标参数之间的相关关系,旨在找出对Es影响最显著的指标参数,并建立最优回归方程式,以此来预测Es。研究结果表明:该方法通用性强,应用范围广,亦可推广应用于其它相关领域。     

Stress-strain transformations and liquefaction of sands

Presented in this paper are the results of the laboratory tests of sands performed for the purpose of defining the characteristics of the dynamic shear stress-shear strain relationships. For this purpose, the transformation of the initial stress-strain characteristics of undrained saturated sands was investigated separately. These transformations take place under conditions of an increase in pore pressure under the effect of sufficiently intensive dynamic excitations. The process of occurrence and development of liquefaction was investigated simultaneously. The obtained results show that the transformation of the stress-strain relationships leads to intensive reduction in the initial dynamic characteristics of sands. At the moment of occurrence of initial liquefaction, for the selected strain, shear moduli are considerably reduced in respect to their initial values. These parameters tend to be further reduced in the phase of post-initial liquefaction. It is concluded that the process of liquefaction of sands can be completely defined through the transformation of the stress-strain relationships.     

声波测井资料处理方法浅析

本文分析了二种求动弹模方法的优劣；编制了一套资料电算处理程序，实现了提高资料解释速度、精度之目的。     

利用共线方程对空间实验室影象进行数字几何纠正

本文论述了利用共线方程对空间实验室影象实施数字几何纠正的理论依据、数据准备、外方位元素解求过程中参量的确定及锚点纠正法的可行性和纠正精度,提出了纠正过程中几个必须注意的环节,以提高精度,缩短机时。同时还介绍了自编软件包的组成。     

孕镶金刚石钻头工作温升的理论分析

在研究钻进规程参数对钻头温升的影响过程中，以能量守恒定律为基础，建立了钻头与岩石系统的能量守恒数学模型。研究表明：在一定范围内，钻头的温升与钻压与转速的乘积呈线性关系，钻压与转速对钻头温升的影响是等效的；通过谐振子模型研究摩擦热能的产生和分配，得出以下结论：摩擦热能在钻头与岩石之间的分配，与其各自弹性模量(硬度)有关，热能的分配与其弹性模量成反比，即Q1：Q2=E2：E1。     

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。     

基床系数的室内外测试方法分析与研究

对目前规范中测试基床系数的方法进行了探讨和分析 ,指出其不合理性 ,在此基础上 ,展开对基床系数的室内测试方法的研究 ,最后给出两种较为简单实用的室内测试方法     

Shear modulus and damping ratio of grouted sand

An experimental comparative study of three different grouted sands in terms of their effects on the values of two dynamic properties is presented. The dynamic properties studied are the shear modulus and the damping ratio which are determined with resonant column tests and cyclic triaxial tests. The behaviour of a pure Fontainebleau sand is compared with the behaviour of a Fontainebleau sand grouted with a silicate grout, a micro-fine cement grout and a mineral grout. The effects of the grouting treatment, the type of grout, the confining pressure, and the strains, on the shear modulus and the damping ratio are studied. The test results have shown that grouting improves the stiffness of the sand especially for small strains. Whatever the type of material, confining stress improves the shear modulus whereas it has a negligible effect on the damping ratio. When strain increases, the shear modulus decreases and the damping ratio increases.     

利用高铁砂岩质煤矸石制备瓷质砖的研究

以湖北黄石高铁砂岩质煤矸石为主要原料，进行了制备瓷质砖的实验研究，并对不同配方、不同烧成温度瓷坯的吸水率、断裂模数等进行了测试分析。各项性能指标的综合分析表明，产品的吸水率低于0．3％，断裂模数高于35MPa，符合国家有关质量标准，颜色呈浅红-暗红-紫砂系列，其中煤矸石最高配比可达80％。