Analysis of settlement and lateral deformation of soft clay foundation beneath two full-scale embankments     

B. Indraratna  A. S. Balasubramaniam  N. Sivaneswaran 《国际地质力学数值与分析法杂志》1997,21(9):599-618

In 1986, the Malaysian Highway Authority constructed a series of trial embankments on the Muar Plain (soft marine clay) with the aim of evaluating the effectiveness of various ground improvement techniques. This study investigates the effect of two such ground improvement schemes: (a) preloading of foundation with surface geogrids and synthetic vertical drains and (b) sand compaction piles. The paper is focused on the finite element analysis of settlements and lateral displacements of the soft foundation. In scheme (a), the numerical predictions are compared with the field measurements. In scheme (b), only the numerical analysis is presented and discussed in the absence of reliable measurements due to the malfunctioning of the electronic extensometer and inclinometer system during embankment construction. The current analysis employs critical state soil mechanics, and the deformations are predicted on the basis of the fully coupled (Biot) consolidation model. The vertical drain pattern is converted to equivalent drain walls to enable plane strain modelling, and the geogrids are simulated by linear interface slip elements. The effect of sand compaction piles is investigated considering both ideal drains and non-ideal drains, as well as varying the pile stiffness. © 1997 by John Wiley & Sons, Ltd.  相似文献   

Elastoplastic deformation around underground openings under biaxial initial stress field     

Yuzo Obara  Katsuhiko Sugawara 《国际地质力学数值与分析法杂志》1997,21(10):721-737

Estimation of elastoplastic deformation around an underground opening induced by the excavation of it, especially displacement and strain field in plastic region, is presented in this paper, as well as the formulation for calculating the displacement and strain in the plastic region around the underground opening by the coupled Boundary Element Method - Characteristics Method (BEM-CM). In this method, the non-associated flow rule is adopted to calculate the displacement and strain field in the plastic region, which is determined by the integration of the displacement along characteristics lines under the boundary condition of the elastic displacement on an elastoplastic interface analysed. It is shown that this method is one of the accurate and effective methods for estimating not only the shape and extent of the plastic region but also the state of the displacement and strain in the plastic region around the underground opening, comparing the theoretical solution with numerical results by this method for a circular opening under hydrostatic initial stress condition. Furthermore, this method is applied to rectangular and horse-shoe shaped openings and the characteristics of the strain field in the plastic region are discussed. © 1997 by John Wiley & Sons, Ltd.  相似文献   

Mathematica软件在计算有限单元法系数矩阵中的应用     

欧东新  王家林 《上海国土资源》2005,(3):55-57

以一维分层连续介质大地电磁有限元模拟为例,应用Mathematica软件计算系数矩阵。节约了大量的推导时间。确保快速、准确地得到有限元系数矩阵。展示了mathematica软件在计算有限单元系数矩阵中的强大功能。  相似文献   

乌拉嘎金矿床地质地球化学特征研究   总被引：8，自引：3，他引：5  

王永祥  吴国学  白士俊  韩洪伟  吕志刚  汪振涌 《世界地质》2005,24(4):338-343

乌拉嘎金矿矿体赋存于燕山晚期的斜长花岗斑岩与黑龙江群下亚群接触带附近的近东西向展布的构造角砾岩中,围岩蚀变强烈;金矿化主要受角砾岩带控制。矿床成矿微量元素组合为Au、Hg、As、Sb,且含量均呈向下递增的趋势。LaN／YbN值变化范围为14．146～28．311,稀土元素配分模式为右倾的轻稀土富集型;∑LREE：165．76～62．68;∑HREE：45．82～15．2;LREE／HREE为6．09～4．124,为轻稀土富集型。岩体中流体包裹体以低盐、低压且有天水加入为特征,为典型的浅成低温热液型矿床。  相似文献   

山东济宁金乡大蒜产地重金属在土壤—农作物中迁移转化特征研究          下载免费PDF全文

舒广强  李宁  彭莹  尹秀贞  薛煜宝 《山东国土资源》2023,39(3):79-87

基于金乡县南部地区土地质量地球化学调查与评价项目,系统采集表层土壤和大蒜样品,对As、Cd、Cr、Cu、Hg、Ni、Pb、Zn共8种重金属元素全量及形态数据进行深入分析,研究发现,土壤重金属形态除Cd、Hg外以残渣态占绝对优势;重金属生物可利用系数与SOM、pH、CEC均呈负相关;大蒜植株不同部位对元素的富集特征具有明显差异性,As、Cd、Cr、Pb、Ni、Cu、Zn表现为须根>叶身>假茎>蒜头;蒜头Cd与土壤Cd全量呈显著性正相关,其余元素与对应土壤中全量相关关系不明显。  相似文献   

CALCULATING THE DYNAMIC STIFFNESS MATRIX OF 2-D FOUNDATIONS BY DISCRETE WAVE NUMBER INDIRECT BOUNDARY ELEMENT METHODS     

J. X. ZHAO  A. J. CARR  P. J. MOSS 《地震工程与结构动力学》1997,26(1):115-133

Apart from some special cases, calculating the dynamic stiffness matrix of foundations on a layered half-space, especially for embedded foundations, is computationally expensive. An efficient method for two-dimensional foundations in a horizontally layered soil media is presented in this paper. This method is based on indirect boundary element methods and uses discrete wave number solution methods for calculating Green's functions for displacements and analytical methods for the integrations over the boundary. For surface foundations, the present method applies at all frequencies. For embedded foundations or for constructing energy transmitting boundaries, because the free-field part is modelled by boundary elements and the excavated part is modelled by finite elements, the present method applies only at low frequencies for the spring coefficients (the real parts of the dynamic stiffness matrix) but applies at all frequencies for the damping coefficients (the imaginary part of the dynamic stiffness matrix) for undamped sites. The novelty of the method can be used for three-dimensional foundations. © 1997 by John Wiley & Sons, Ltd.  相似文献   

Stability of elevated liquid-filled conical tanks under seismic loading,Part I—theory     

A. A. El Damatty  R. M. Korol  F. A. Mirza 《地震工程与结构动力学》1997,26(12):1191-1208

Conical steel shells are widely used as water containments for elevated tanks. However, the current codes for design of water structures do not specify any procedure for handling the seismic design of such structures. In this paper, a numerical model is developed for studying the stability of liquid-filled conical tanks subjected to seismic loading. The model involves a previously formulated consistent shell element with geometric and material non-linearities included. A boundary element formulation is derived to obtain the hydrodynamic pressure resulting from both the horizontal and the vertical components of seismic motion acting on a conical tank which is prevented from rocking. The boundary element formulation leads to a fluid added-mass matrix which is incorporated with the shell element formulation to perform non-linear dynamic stability analysis of such tanks subjected to both horizontal and vertical components of ground motion. Although, the formulation was developed for conical vessels, it is general and can be easily modified to study the stability of any liquid-filled shell of revolution subjected to seismic loading. The accuracy of fluid added-mass formulation was verified by performing the free vibration analysis of liquid-filled cylindrical tanks and comparing the results to those available in the literature. © 1997 John Wiley & Sons, Ltd.  相似文献   

祖母绿产地鉴别研究综述     

郑育宇  余晓艳  许博  郭鸿舒  闫颖  张艺  汤峻  赵思艺 《岩石矿物学杂志》2024,43(3):525-561

祖母绿是一种名贵彩色宝石,其产地来源对祖母绿价值的评定具有重要影响。祖母绿的产地鉴别因而成为宝石实验室的重要技术,也是宝石学领域的研究热点。祖母绿的包裹体、谱学特征和化学成分是常用且关键的产地鉴别信息,但随着祖母绿产地研究数据的积累,传统的产地鉴别方法备受挑战。文章系统整理和归纳分析了全球各产地祖母绿的宝石学特征、包裹体信息、谱学特征和主微量成分数据,在综述前人研究结果的基础上,系统阐明了目前祖母绿产地鉴别的研究现状,总结了不同产地祖母绿的宝石学特征和包裹体特征,划分了紫外-可见光-近红外(UV-VIS-NIR)光谱类型,揭示了各产地祖母绿的成分指纹信息,并以案例的形式阐明区分祖母绿常见重要产地的方法。全球尺度的对比虽然表明不同产地祖母绿包裹体种类多数雷同、光谱趋同、成分含量范围重叠明显,但也从包裹体出现频率、UV-VIS-NIR光谱样式类型、重水吸收样式和成分投图参数的选择上提供了产地鉴别的新思路。综上所述,文章旨在促进祖母绿鉴别技术的发展,为祖母绿的产地溯源提供科学依据。  相似文献   

某电厂铁路边坡稳定性分析     

侯连成  王笑二  徐立军 《中国地质灾害与防治学报》2010,21(3):33-37

本文以某电厂铁路沿线边坡为研究对象,采用有限元法结合极限平衡法分析了边坡稳定性。通过有限元分析,给出了边坡岩体应力及应变分布,分析表明,边坡岩体加荷后未发现大剪应变的贯通区。刚体极限平衡法评价了沿节理滑动的边坡稳定性,三个剖面边坡稳定性系数均大于1.4。安全系数均符合相关规范要求,计算结果为边坡加固设计提供了重要依据。  相似文献   

腐殖煤干酪根裂解气主生气成熟度上限探讨   总被引：1，自引：0，他引：1  

胡国艺  魏志平  肖芝华  李志生  李剑  王春怡 《沉积学报》2006,24(4):585-589

烃源岩主生气成熟度上限的确定对含气盆地天然气资源量评价和主生气阶段的确定具有重要的意义。对不同成熟度的15个腐殖煤样开展了生气热解实验和氢、碳、氧元素含量测定,生气热解实验是在800℃高温下进行,结果表明低成熟度煤总产气率最高,随着成熟度的增加,产气率逐渐降低,在Ro为0.6%~2.3%范围内的煤产气率降低幅度很大,从61m3/吨.TOC降到11m3/吨.TOC,在Ro达到2.3%之后煤产气率很低,随着成熟度的增加,产气率缓慢降低。不同成熟度煤的H/C值也呈现相似的变化规律,在Ro<2.3%的煤中,H/C值随成熟度的增加快速降低,在此之后,H/C值缓慢降低,因此,认为Ro=2.3%为腐殖煤的干酪根裂解气主生气成熟度上限。  相似文献