A study on one‐dimensional consolidation of layered structured soils          下载免费PDF全文

Kang‐He Xie  Chang‐Qing Xia  Ran An  Hong‐Wei Ying  Hao Wu 《国际地质力学数值与分析法杂志》2016,40(7):1081-1098

The governing equations for one‐dimensional consolidation of layered structured soils under time‐dependent loading are established. Using simplified k‐σ′ and m_v‐σ′ models, n‐layered structured soils are transformed into (n + 1) or (n + 2)‐layered soils in which the thickness of upper and lower layers are gradually changing. The approximate solutions for the governing equations are then obtained under two types of boundary conditions, and the computer program is developed. Based on the solutions and computer program, the consolidation behavior of layered structured soils with soft interlayer is studied. It is shown that the permeability and compressibility of the soft interlayer have the greatest influences on the rate of settlement and rate of the dissipation of excess pore water pressure. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Smooth particle hydrodynamics simulations of low Reynolds number flows through porous media     

David W. Holmes  Peter Tilke 《国际地质力学数值与分析法杂志》2011,35(4):419-437

In this paper, a three‐dimensional smooth particle hydrodynamics (SPH) simulator for modeling grain scale fluid flow in porous media is presented. The versatility of the SPH method has driven its use in increasingly complex areas of flow analysis, including the characterization of flow through permeable rock for both groundwater and petroleum reservoir research. SPH provides the means to model complex multi‐phase flows through such media; however, acceptance of the methodology has been hampered by the apparent lack of actual verification within the literature, particulary in the three‐dimensional case. In this paper, the accuracy of SPH is addressed via a comparison to the previously recognized benchmarks of authors such as Sangani and Acrivos (Int. J. Multiphase Flow 1982; 8 (4): 343–360), Zick and Homsy (J. Fluid Mech. 1982; 115 :13–26) and Larson and Higdon (Phys. Fluids A 1989; 1 (1):38–46) for the well‐defined classical problems of flow through idealized two‐ and three‐dimensional porous media. The accuracy of results for such low Reynolds number flows is highly dependent on the implementation of no‐slip boundary conditions. A new, robust and numerically efficient, method for implementing such boundaries in SPH is presented. Simulation results for friction coefficient and permeability are shown to agree well with the available benchmarks. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

The absorption of water color components and spectral modes in the Pearl River estuary     

席红艳  丘仲锋  何宜军  简伟军 《中国海洋湖沼学报》2007,25(4):359-366

In-situ data from cruises in the Pearl River estuary and adjacent marine areas were collected during March to May 2001. The absorption coefficients of the water color components were studied in detail containing total suspended matter (TSM), chlorophyll-a (chl-a), colored dissolved organic matter (CDOM), and de-pigment particles. For absorption coefficient of TSM, ap, and that of de-pigment particles, ad, correlations of ap(440)-TSM, ad(440)-TSM, ap(440)-chl-a and ad-chl-a were done (the italicized term means the concentration). There was a good correlation between ap(440) and chl-a concentration. An empirical relationship model between aph(675) and chl-a was developed showing a strong correlation of 0.93. Based on the two models the chl-a and aph(λ) were correlated. The values of calculated empirical spectral slope for CDOM absorption coefficients and that of de-pigment particles, 0.017 0 and 0.011 6 respectively, both are within a relative standard error of 10.0%.  相似文献   

花岗岩体系中岩浆阶段金属组分的浓度(英文)   总被引：2，自引：0，他引：2  

E.N.GRAMENITSKIY 《地学前缘》2001,8(3):45-51

在岩浆阶段 ,富集金属元素最有效的机制是流体熔体的分离。受到硅酸盐熔体中盐的溶解度的限制 ,这种分离实为一个天然结晶过程的产物 ,所以必然发生在岩浆结晶的最后阶段。含氟的花岗岩体系中的矿物相的关系是已知的 ,并已确定了一个宽的液相不混溶区 ,其中也包括霞石标准分子的成分。该体系的不同部分 ,由多种元素在共存的硅酸盐和氟化铝两种熔体间的分配就可以得知。在这些实验中首次确定出元素分配与体系成分间的关系。这些数据也可解释一些经验数据所熟知的地球化学标志的变化。  相似文献   

CFG桩加固的效应及其应用     

李峰 《中国煤田地质》2001,13(1):56-59

对CFG桩单柱承载力和CFG桩复合地基承载力及其沉降进行了分析，讲座了CFG桩复合加固效应，以工程实例说明了CFG复合地基在工程中的应用。  相似文献   

利用小波变换井震联合提高地震资料分辨率   总被引：1，自引：0，他引：1  

鞠兴华 《中国煤田地质》2001,13(1):60-63

通过测井资料和地震资料联合处理，实现互补，从声波测井或密度测井资料中，提取高频及低频信息，提高地震记录的主频，展宽地震资料的频带，进而达到提高地震资料分辨率的目的，利用小波变换技术，对地震记录作多尺度分解，适当地选择小波函数的参数，可以改变地震资料的频率成分，使之接近谱白化，本方法的特点是参数容易选择，运算速度快，处理之后，地震剖面的分辨率明显提高。  相似文献   

Crank-Nicolson格式精度的改进   总被引：9，自引：1，他引：9       下载免费PDF全文

张小峰  张红武 《水科学进展》2001,12(1):33-38

运用待定系数法,对Crank-Nicolson格式进行了改进,得到一新的具有3阶精度的HAUC2格式.新格式有非保守型和保守型两种.对质量输移对流方程计算表明,HAUC2格式的计算结果与精确解吻合良好,与原Crank-Nicolson格式相比计算精度得到明显改善.  相似文献   

地幔矿物与水流体之间元素分配系数的研究及意义   总被引：1，自引：0，他引：1  

苏根利  谢鸿森  李和平  丁东业  郭捷 《地球科学进展》2001,16(2):226-234

流体是地球内部物质和能量迁移最为活跃的介质，它在造成地幔化学的富集和亏损，产生具有不同地球化学特征的幔源岩浆岩石，以及促进壳幔物质的再循环过程等诸多方面都起了重大作用，高温高压下实验模拟流体与地幔岩石和矿物之间痕量元素分配作用是揭示地幔流体的组成与性质，地幔中不同元素类型之间或内部的分异作用，地幔交代介质的类型与特征，岛孤玄武岩高场强元素亏损原因的一个重要的手段，并对近年来有关高温高压下流体与地幔矿物之间痕量元素分配作用的实验模拟研究进行了评述，分析了制约流体与地幔矿物之间痕量元素分配系数的因素，总结了这些研究的应用。  相似文献   

确定矿产资源勘查风险系数的方法的方法——改进的费用效益法     

向永生  王涛  王科强  任伟  孔爱云 《黄金地质》2001,7(2):70-74

通过系统分析影响矿产资源勘查风险的基本因素，对前人确定勘查风险系数的方法-费用效益法、概率统计法进行了全面的评述，认为在实际操作上存在较大的困难，计算结果的准确性并不可靠。从统计地球化学理论出发，考查了矿产资源勘查和开发全过程中技术、经济参数对投资效果的影响，推导出矿产勘查投资利润率的计算公式，并将其与安全利率相比较。达到计算矿产资源勘查风险的目的。  相似文献   

河流纵向分散系数研究   总被引：8，自引：1，他引：8       下载免费PDF全文

邓志强  褚君达 《水科学进展》2001,12(2):137-142

研究了天然河流纵向分散系数理论公式及其参数的确定问题.借助于抛物型断面型态方程确定了河道垂线水深沿河宽的分布及流速分布对断面平均流速的偏离u‘的横向分布,给出了横向混合系数计算方法.在此基础上通过对Fischer的三重积分的直接求解,建立了新的天然河流纵向分散系数计算公式.这一新建立的纵向分散系数计算公式与原有的有代表性的经验公式以及26条美国河流上实测的59组资料进行了比较,比较结果表明,本文建立的纵向分散系数计算公式能给出与实测纵向分散系数最接近的预测值.与现有的其它纵向分散系数计算公式相比,本文建立的天然河流纵向分散系数公式理论上更加合理,机理上更加清楚,并且具有最小的预测误差.  相似文献