On integration of a cyclic soil plasticity model

Performance of three classes of explicit and implicit time‐stepping integrators is assessed for a cyclic plasticity constitutive model for sands. The model is representative of an important class of cyclic plasticity models for soils and includes both isotropic and nonlinear kinematic hardening. The implicit algorithm is based on the closest point projection method and the explicit algorithm follows a cutting‐plane integration procedure. A sub‐stepping technique was also implemented. The performance of these algorithms is assessed through a series of numerical simulations ranging from simulations of laboratory tests (such as triaxial and bi‐axial compression, direct shear, and cyclic triaxial tests) to the analysis of a typical boundary value problem of geotechnical earthquake engineering. These simulations show that the closest point projection algorithm remains stable and accurate for relatively large strain increments and for cases where the mean effective stress in a soil element reaches very small values leading to a liquefaction state. It is also shown that while the cutting plane (CP) and sub‐stepping (SS) algorithms provide high efficiency and good accuracy for small to medium size strain increments, their accuracy and efficiency deteriorate faster than the closest point projection method for large strain increments. The CP and SS algorithms also face convergence difficulties in the liquefaction analysis when the soil approaches very small mean effective stresses. Copyright © 2001 John Wiley & Sons, Ltd.     

浅谈区域岩石物性调查的必要性和可行性

本文在总结我国开展区域岩石物性调查状况之后,给出区域岩石物性调查定义,阐述了开展区域岩石物性调查的必要性和可行性.区域岩石物性调查,在区域上有计划地进行,强调采样的整体性(不缺少岩性系列)和代表性(突出各系列重点岩性),采用综合物性测定和研究的方法,进行多方面相关关系研究.它不同于常规物性工作,具有更深刻、更广泛实际的意义.它能为区域地质调查,区域物、化探设计和解释,以及解决某些特定地质问题提供基础资料,现阶段开展区域岩石物性调查势在必行.     

论动态自适应滤波

动态导航与定位的质量取决于对动态载体扰动和观测异常扰动的认知和控制。本文首先介绍了目前广泛使用的Sage自适应滤波，讨论了自适应滤波的残差向量、新息向量及状态参数预报值残差向量的解析关系，以及它们之间的协方差矩阵之间的关系；分析了基于新息向量、残差向量和状态参数预报值残差向量的自适应协方差估计存在的问题。对新近发展起来的抗差滤波、Sage自适应滤波及抗差自适应滤波进行了综合比较与分析，结果表明抗差自适应滤波解算理论与方法除自适应地估计载体状态预报向量的协方差矩阵外，还能自适应地估计任意历元观测量的权。计算结果证实，抗差自适应滤波不仅计算简单，而且能有效地控制观测异常和载体状态扰动异常对动态系统参数估值的影响。     

地下隧道轴向地震动土作用分析

以弹性基岩上覆层状场地中刚性衬砌隧道为模型,采用间接边界元方法求解衬砌隧道所受的沿轴向地震动土作用,通过参数分析揭示轴向动土作用的幅值大小、空间分布等基本规律。研究表明,土-隧道动力相互作用对地震动土作用的空间分布形式影响较小,但对地下隧道所受地震动土作用峰值大小具有显著影响,隧道主要位置点的地震动土作用峰值与隧道相应位置处自由场土层应力相比放大1.7~2.4倍。论文最后提出一个轴向地震动土作用的简化计算方法。     

中天山北坡云与降水的气候特征

使用1980年以前中天山北坡的地面气候资料及个别水文站的气候资料，通过对这一地区特殊气候条件下的云与降水的气候特征进行分析研究，评估这一地区的人工增雨潜力和可行性?分析研究表明：地形的作用对中天山北坡的云和降水分布有重要影响，在暖季地形对降水的影响是非常突出的，而在冷季地形影响并不甚明显；暖季在山区有极丰富的地形云资源和优越的降水条件；盛夏的山区是实施人工增雨首选的季节和地带。     

气候因素变化对许昌烟区的影响及适应性分析

分析了许昌烟区1971—2005年4个年代气候因素变化特点,采用隶属度函数模型和指数和法,估算了许昌各县（市）的气候适生性指数（CFI）,并对其变化原因进行了分析。结果表明：不同年代各县（市）的CFI均在0．80以上,表明各县（市）均属烤烟生产气候适宜区。从4个年代CFI的均值来看,许昌县〉长葛〉襄城〉禹州〉鄢陵;从4个年代CFI变异程度来看,禹州〉长葛〉襄城〉鄢陵〉许昌县。各县（市）不同年代的CFI均呈“低-高-高-低”变化趋势;20世纪80年代以来,许昌县、襄城、长葛、禹州的CFI值及变化趋势基本一致,均明显高于鄢陵。80年代至21世纪初鄢陵的气候适生性指数明显低于其他县（市）,与伸根期温度相对较低,旺长期和成熟期多雨、高湿有关。     

STUDY OF THE LAVA FLOW HAZARD ZONING BASED ON THE KINEMATIC THERMO-RHEOLOGICAL MODEL:EXAMPLE STUDY FOR THE ASHIKULE VOLCANO,XINJIANG

The lava flow hazard is an important and frequent disaster for residents in the volcanic area. In this paper, we focus on the lava flow inundation hazard zoning based on the example case of the Ashikule volcano in Xinjiang, China. Firstly, the parameters of magma such as density, viscosity and temperature are calculated by the empirical formula of magma utilizing results of previous field geological survey and petrology analysis. Then, using the kinematic thermo-rheological model, we simulated the inundation area of lava flow from Ashi volcano at the effusion rates of 200m³/s and 500m³/s. The simulation results of Ashi volcano well coincide to the geological map and verify that the method and parameters are valid. Then the applied simulations were carried out to calculate the lava flow inundation area in future eruption at Ashi, Wuluke and Daheishan crater with different effusion rates. At last, according to the analysis of the applied simulation results and drawing lessons from the foreign disaster zoning method, the four-level hazard zoning was built and set with different colors. The first level with red color is the extra-dangerous zone that is always inundated in any eruption but only distributes near the lava spillway of the crater. The second level with orange color is the dangerous zone that is inundated in the medium scale eruption. The third level with yellow color is the sub-dangerous zone that is corresponding to the large eruption. The fourth level with blue color is the potential dangerous zone that is only inundated in the extra-large eruption. In addition, we put forward the suggestion to respond to and avoid the disaster in future. Although China has not been affected by the lava flow for nearly three hundred years, the prospective study in this paper will lay the foundation for the study of related disasters, and provide the reference for the major construction projects in the volcanic area.     

Effects of foundation embedment during building–soil interaction

A numerical solution for evaluating the effects of foundation embedment on the effective period and damping and the response of soil–structure systems is presented. A simple system similar to that used in practice to account for inertial interaction effects is investigated, with the inclusion of kinematic interaction effects for the important special case of vertically incident shear waves. The effective period and damping are obtained by establishing an equivalence between the interacting system excited by the foundation input motion and a replacement oscillator excited by the free-field ground motion. In this way, the use of standard free-field response spectra applicable to the effective period and damping of the system is permitted. Also, an approximate solution for total soil–structure interaction is presented, which indicates that the system period is insensitive to kinematic interaction and the system damping may be expressed as that for inertial interaction but modified by a factor due to kinematic interaction. Results involving both kinematic and inertial effects are compared with those obtained for no soil–structure interaction and inertial interaction only. The more important parameters involved are identified and their influences are examined over practical ranges of interest. © 1998 John Wiley & Sons, Ltd.     

吴川—四会断裂带的运动学特征研究

本文对吴川－四会大型韧性剪切断裂带的运动学特征进行了探讨。吴川－四会断裂带的运动方式为滑块型对冲式剪切，其运动学标志有S－C组构、S－L组构、旋转残斑等宏观微观域标志。研究表明，吴川－四会断裂带是一条切壳深断裂。