Lateral dynamic response of a pipe pile in saturated soil layer

This paper presents an analytical solution for the lateral dynamic response of a pipe pile in a saturated soil layer. The wave propagations in the saturated soil and the pipe pile are simulated by Biot's three‐dimensional poroelastic theory and one‐dimensional elastic theory, respectively. The governing equations of soil are solved directly without introducing potential functions. The displacement response and dynamic impedances of the pipe pile are obtained based on the continuous conditions between the pipe pile and both the outer and inner soil. A comparison with an existing solution is performed to verify the proposed solution. Selected numerical results for the lateral dynamic responses and impedances of the pipe pile are presented to reveal the lateral vibration characteristics of the pile‐soil system. Copyright © 2015 John Wiley & Sons, Ltd.     

解梁与块单元衔接问题的新方法—单点约束法

本文通过单点约束方程,提出了解梁与块单元衔接问题的新方法。该方法比其它方法具有更大的灵活性和精确性,可推广到解其它不同维数的单元之间的衔接问题。     

华南型块状硫化物矿床中的胶黄铁矿及其退火作用

华南型块状硫化物矿床中胶黄铁矿的退火过程从早到晚可分成三个阶段:原始晶化变胶体阶段、不等粒变晶生长阶段和颗粒界面调整阶段。不同阶段的矿石各具特征性的结构,反映了燕山期侵入活动对于先存胶黄铁矿的不同程度热效应。     

The Erupting-Flow Model and Erupting-Flow Types in Yangbajain Geothermal Field in China

Erupting-flow types of geothermal wells in the Yangbajain geothermal field, China, are proposed based on internal energy of geothermal fluids and hydrogeologic-dynamic conditions of wellbore. An erupting-flow model, which is adaptable to the steaming and erupting of flow from wells in the field, has been verified by actual cases.     

The Analysis of Three Dimensional FEM for Interaction of the Gravity-arch Dam and Complex Ground at Geheyan,Qingjiang River

This paper introduces the analysis of three dimensional finite element method for the gravity-arch dam building on the complex ground. The foundation rock of dip and strain-slip, three faults, two weak intercalations and etc. arc considered in this calculation model. Water static pressure, gravity of dam, uplift, temperature stress and so on are computed, including three dimensional osmotic and temperature fields in the foundation. The range of calculation model is about 1400×900×600m2 . There are 1845 elements of all kinds, 3280 nodes in the network of finite element. The superlax iterative method is used to solve, and three dimensional perspective and software of after treatment are applied in analyses. The dimension of this computation is large, various results of treating complex problems are reasonable. The important basis has applied to designing unit. The computation is important practical significance for Geheyan Dam which is being built.     

ITCZ的季节突变

本文用低阶截断谱模式方法,分析了经向环流圈或ITCZ的季节性迁移突变。结果指出,在一定强度的对流凝结加热作用下,由于非线性相互作用,经向环流圈或ITCZ随着太阳辐射的季节变化,可以发生季节性迁移的突变。反之,当对流凝结加热较弱时,它们的季节迁移是连续变化的。     

我国西北部分地区地壳-上地幔电性横向变化特征与地震活动的关系

由50余个测点的大地电磁测深资料,讨论了该区的地壳-上地幔电性横向变化特征。按照上地幔第一低阻层顶面埋深,将测区划分为四类地区:浅埋深(55-90公里)、中浅埋深(90-110公里)、中深埋深(110-160公里)和深埋深(160-250公里)。讨论了本区六次大震例的深部电性背景。指出了上地幔顶部的梯度带地区、地壳内电性横向变化剧烈的地区和地壳内存在局部特殊增厚的低阻层地区将可以作为潜在震源区的深部电性判据之一     

Isotope Geological Studies of Granite-Type Uranium Deposits in South China

The uranium-bearing granites in South China can be classified into two types. namely, syntectic type andtransformation type. A fairly systematic hydrogen, oxygen. carbon, sulfur isotopic study of uranium depositsrelated to these two types of granites has been carried out by the authors, and the results show that they haveobvious differences in such aspects as ore-forming and rock-forming ages. properties of ore-forming solutionsand source of ore-forming substances. The authors hold that the uranium deposits related to the syntectic typegranitoids are intimately connected with magmatism in time and space, whereas the uranium deposits relatedto the transformation type granites, though spatially linked up with uranium-bearing granites, should actuallyowe their formation to extension in the fault block movement in South China.     

几何定向最优化方案的探讨

本文从几何定向精度对贯通误差的影响着手,采用SWIFT(sequential WeightIncxeasing Factor Technique)优化法,并借助于PC—1500机,Basic语言来寻找几何定向的最佳图形,提高定向精度,确保隧道正确贯通。