利用重复重力观测资料研究地震活动与地壳的损伤演化过程     

张永志  朱桂芝  祝意青 《大地测量与地球动力学》2001,21(3):14-20

利用细观损伤力学模型建立了地壳损伤演化过程与地球重力场变化的关系 ,讨论了利用重力观测资料计算地壳微裂纹密度参数变化分布的理论与计算方法。利用河西地区 1992～ 1999年多期重复重力观测资料对该地区的裂纹密度参数变化进行了计算 ,并将计算结果与该地区的各观测时间段内相应发生的一级以上地震活动进行了对比分析 ,取得了一些有意义的结论和认识。  相似文献   

Finite deformation analysis of geomaterials     

Boris Jeremi&#x;  Kenneth Runesson  Stein Sture 《国际地质力学数值与分析法杂志》2001,25(8):809-840

The mathematical structure and numerical analysis of classical small deformation elasto–plasticity is generally well established. However, development of large deformation elastic–plastic numerical formulation for dilatant, pressure sensitive material models is still a research area. In this paper we present development of the finite element formulation and implementation for large deformation, elastic–plastic analysis of geomaterials. Our developments are based on the multiplicative decomposition of the deformation gradient into elastic and plastic parts. A consistent linearization of the right deformation tensor together with the Newton method at the constitutive and global levels leads toward an efficient and robust numerical algorithm. The presented numerical formulation is capable of accurately modelling dilatant, pressure sensitive isotropic and anisotropic geomaterials subjected to large deformations. In particular, the formulation is capable of simulating the behaviour of geomaterials in which eigentriads of stress and strain do not coincide during the loading process. The algorithm is tested in conjunction with the novel hyperelasto–plastic model termed the B material model, which is a single surface (single yield surface, affine single ultimate surface and affine single potential surface) model for dilatant, pressure sensitive, hardening and softening geomaterials. It is specifically developed to model large deformation hyperelasto–plastic problems in geomechanics. We present an application of this formulation to numerical analysis of low confinement tests on cohesionless granular soil specimens recently performed in a SPACEHAB module aboard the Space Shuttle during the STS‐89 mission. We compare numerical modelling with test results and show the significance of added confinement by the thin hyperelastic latex membrane undergoing large stretching. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

便携式潮汐观测仪(PET)数据处理研究   总被引：1，自引：0，他引：1  

张新林  李辉  王晓权  刘子维 《大地测量与地球动力学》2007,27(Z1):116-121,135

介绍了用切比雪夫多项式和最小二乘相结合的数据拟合从重力固体潮观测的秒值提取分钟值和小时值的方法,该方法可以将错误数据自动剔除以得到可靠数据.将提取的数据应用于调和分析,效果良好.  相似文献   

Magnetic Fields for the Laboratory Simulation of Astrophysical Objects     

D. Martinez  C. Plechaty  R. Presura 《Astrophysics and Space Science》2007,307(1-3):109-114

Strong magnetic fields were generated using a fast pulsed power generator, to investigate the interaction of plasma flows with magnetic fields and magnetized background plasmas. The inductive loads used in these experiments were designed using a filament and a finite element modeling approaches. Magnetic fields up to 2 MG (200 T) were measured by using the Faraday rotation technique.  相似文献   

地球运动对海平面变化的控制——从地质系统论的观点分析海平面变化之主因     

高庆华 《地球科学与环境学报》1987,(1)

从地球运动的客观规律来看,地球气候发展的趋向是向冷的方向发展,这与大气由于CO_2的增加而引起的增温相矛盾。两者如起同等作用,则意味着海平面不会发生太大的变化。但是由于活动构造影响,使海岸带上升或下降,可使局部地方海平面有较大幅度的变化。因此,研究“地动”比研究“水动”似有更重要的意义。  相似文献   

DISTRIBUTIVE　TENDENCY　OF　ELEMENT　CONCENTRATIONS　IN　LIMESTONE　SOILS　IN　EASTERN　CHINA     

温琰茂  曾水泉  潘树荣  罗毓珍 《中国地理科学(英文版)》1995,5(4):316-324

ＤＩＳＴＲＩＢＵＴＩＶＥＴＥＮＤＥＮＣＹＯＦＥＬＥＭＥＮＴＣＯＮＣＥＮＴＲＡＴＩＯＮＳＩＮＬＩＭＥＳＴＯＮＥＳＯＩＬＳＩＮＥＡＳＴＥＲＮＣＨＩＮＡＷｅｎＹａｎｍａｏ（温琰茂）；ＺｅｎｇＳｈｕｉｑｕａｎ（曾水泉）；ＰａｎＳｈｕｒｏｎｇ（潘树荣）；Ｌｕｏ...  相似文献   

Effects of boundary conditions and partial drainage on cyclic simple shear test results—a numerical study     

Bin Wang  Radu Popescu  Jean H. Prevost 《国际地质力学数值与分析法杂志》2004,28(10):1057-1082

Owing to imperfect boundary conditions in laboratory soil tests and the possibility of water diffusion inside the soil specimen in undrained tests, the assumption of uniform stress/strain over the sample is not valid. This study presents a qualitative assessment of the effects of non‐uniformities in stresses and strains, as well as effects of water diffusion within the soil sample on the global results of undrained cyclic simple shear tests. The possible implications of those phenomena on the results of liquefaction strength assessment are also discussed. A state‐of‐the‐art finite element code for transient analysis of multi‐phase systems is used to compare results of the so‐called ‘element tests’ (numerical constitutive experiments assuming uniform stress/strain/pore pressure distribution throughout the sample) with results of actual simulations of undrained cyclic simple shear tests using a finite element mesh and realistic boundary conditions. The finite element simulations are performed under various conditions, covering the entire range of practical situations: (1) perfectly drained soil specimen with constant volume, (2) perfectly undrained specimen, and (3) undrained test with possibility of water diffusion within the sample. The results presented here are restricted to strain‐driven tests performed for a loose uniform fine sand with relative density D_r=40%. Effects of system compliance in undrained laboratory simple shear tests are not investigated here. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

论网络生产力的结构层次     

侯东城 《成都信息工程学院学报》2001,16(3):203-208

网络生产力是一个复杂的系统，它包括构成要素层次，渗透性因素层次与组合性因素层次而有别于一般生产力的新质。  相似文献   

Knowledge-based geographic information systems (KBGIS): New analytic and data management tools     

T. M. Albert 《Mathematical Geology》1988,20(8):1021-1035

  相似文献   

Finite element formulation and algorithms for unsaturated soils. Part I: Theory     

Daichao Sheng  Scott W. Sloan  Antonio Gens  David W. Smith 《国际地质力学数值与分析法杂志》2003,27(9):745-765

This paper presents a complete finite‐element treatment for unsaturated soil problems. A new formulation of general constitutive equations for unsaturated soils is first presented. In the incremental stress–strain equations, the suction or the pore water pressure is treated as a strain variable instead of a stress variable. The global governing equations are derived in terms of displacement and pore water pressure. The discretized governing equations are then solved using an adaptive time‐stepping scheme which automatically adjusts the time‐step size so that the integration error in the displacements and pore pressures lies close to a specified tolerance. The non‐linearity caused by suction‐dependent plastic yielding, suction‐dependent degree of saturation, and saturation‐dependent permeability is treated in a similar way to the elastoplasticity. An explicit stress integration scheme is used to solve the constitutive stress–strain equations at the Gauss point level. The elastoplastic stiffness matrix in the Euler solution is evaluated using the suction as well as the stresses and hardening parameters at the start of the subincrement, while the elastoplastic matrix in the modified Euler solution is evaluated using the suction at the end of the subincrement. In addition, when applying subincrementation, the same rate is applied to all strain components including the suction. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献