Macroscopic criteria for Green type porous materials with spheroidal voids: application to double porous materials          下载免费PDF全文

W. Q. Shen  J.‐F. Shao  D. Kondo 《国际地质力学数值与分析法杂志》2017,41(13):1453-1473

Combined effects of matrix plastic compressibility and void shape are investigated for ductile porous materials. To this end, a spheroidal volume containing a confocal spheroidal (prolate or oblate) void subjected to uniform strain rate boundary conditions has been first studied. A Green type matrix is chosen as a prototype for investigating effects of plastic compressibility. This is carried out by using a kinematics limit analysis theory from which a closed‐form expression of the macroscopic criterion is established for the considered class of materials. These results are then extended to ductile porous materials made up of a green matrix containing randomly oriented spheroidal voids. In the framework of a two‐step homogenization procedure, the obtained results are implemented to describe the macroscopic behavior of double porous materials involving spherical voids at the microscale and randomly oriented and distributed spheroidal voids at the mesoscale. For validation purpose, the new derived criteria are assessed and validated by comparing their predictions to available upper bounds and numerical data from literature. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Influence of pore size and geometry on peat unsaturated hydraulic conductivity computed from 3D computed tomography image analysis     

F. Rezanezhad  W. L. Quinton  J. S. Price  T. R. Elliot  D. Elrick  K. R. Shook 《水文研究》2010,24(21):2983-2994

In organic soils, hydraulic conductivity is related to the degree of decomposition and soil compression, which reduce the effective pore diameter and consequently restrict water flow. This study investigates how the size distribution and geometry of air‐filled pores control the unsaturated hydraulic conductivity of peat soils using high‐resolution (45 µm) three‐dimensional (3D) X‐ray computed tomography (CT) and digital image processing of four peat sub‐samples from varying depths under a constant soil water pressure head. Pore structure and configuration in peat were found to be irregular, with volume and cross‐sectional area showing fractal behaviour that suggests pores having smaller values of the fractal dimension in deeper, more decomposed peat, have higher tortuosity and lower connectivity, which influences hydraulic conductivity. The image analysis showed that the large reduction of unsaturated hydraulic conductivity with depth is essentially controlled by air‐filled pore hydraulic radius, tortuosity, air‐filled pore density and the fractal dimension due to degree of decomposition and compression of the organic matter. The comparisons between unsaturated hydraulic conductivity computed from the air‐filled pore size and geometric distribution showed satisfactory agreement with direct measurements using the permeameter method. This understanding is important in characterizing peat properties and its heterogeneity for monitoring the progress of complex flow processes at the field scale in peatlands. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Influence of Mantle Compressibility and Ocean Warping On Dynamical Models of the Geoid     

Catherine Thoraval  Philippe Machetel  Anny Cazenave 《Geophysical Journal International》1994,117(2):566-573

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未来上海地区海平面上升对土压缩模量的影响分析     

杨红禹  田春德 《水文地质工程地质》2001,28(2):25-27

未来上海地区海平面上升将引起地下水位抬升，将会对土压缩模量E产生影响，Es是土的最重要的物理力学参数指标之一，尤其在地基沉降计算中具有重要意义。本文主要针对土压缩模量Es的预测分析工作，进行了地基变形的;探讨研究，供交流参考。  相似文献   

The Equation of State of Lakes     

Frank J Millero 《Aquatic Geochemistry》2000,6(1):1-17

In recent years, a number of workers have studied the stability of deep lakes such as Lake Tanganyika, Lake Baikal and Lake Malawi. In this paper, the methods that can be used to determine the effect that the components of lakes have on the equation of state are examined. The PVT properties of Lakes have been determined by using apparent molal volume data for the major ionic components of the lake. The estimated PVT properties (densities, expansibility and compressibilities) of the lakes are found to be in good agreement with the PVT properties (P) of seawater diluted to the same salinity. This is similar to earlier work that showed that the PVT properties of rivers and estuarine waters could also be estimated from the properties of seawater.The measured densities of Lake Tanganyika were found to be in good agreement (± 2 × 10^-6 g cm^-3) with the values estimated from partial molal properties and the values of seawater at the same total salinity (S_T = 0.568). The increase in the densities of Lake Tanganyika waters increased due to changes in the composition of the waters. The measured increase in the measured density (45 × 10^-6 g cm^-3) is in good agreement (46 × 10^-6 g cm^-3) with the values calculated for the increase in Na⁺, HCO₃ ^-, Mg²⁺, Ca²⁺ and Si(OH)₄.Methods are described that can be used to determine the conductivity salinity of lakes using the equations developed for seawater. By combining these relationships with apparent molal volume data, one can relate the PVT properties of the lake to those of seawater.  相似文献   

Consolidation and creep behaviors of two typical marine clays in China   总被引：2，自引：1，他引：1  

蒋明镜  刘静德  尹振宇 《中国海洋工程》2014,28(5):629-644

This paper presents an experimental investigation into the deformation characteristics of two typical marine clays obtained from Dalian and Shanghai, respectively, in China. Three kinds of laboratory tests, i.e. conventional oedometer tests, one-dimensional and triaxial creep tests were carried out. The results obtained from consolidation tests demonstrate linear v e ？ log？ relationships for Shanghai clay at normally consolidated state, while partly or even global non-linearrelationships for Dalian clay. The compression index c C for both clays follows the correlation of Cc=0.009（WL-10）where WL is the liquid limit of soil. The relationship between v log Kv （ Kv is the hydraulic conductivity of soil） and voidratio e is generally linear and the hydraulic conductivity change index kv C can be described by their initial void ratio forboth clays. The secondary compressibility of Dalian clay lies in medium to high range and is higher than that of Shanghaiclay which lies in the range of low to medium. Furthermore, based on drained triaxial creep tests, the stress-strain-timerelationships following Mesri＇s creep equation have been developed for Dalian and Shanghai clays which can predict thelong-term deformation of both clays reasonably well.  相似文献   

Post-Glacial Relaxation of A Viscously Stratified Compressible Mantle     

J. Wu  D. A. Yuen 《Geophysical Journal International》1991,104(2):331-349

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离子类土壤固化剂对高温冻土工程性质改良试验研究   总被引：2，自引：1，他引：1  

张致龙  张建明  张虎  柴明堂 《冰川冻土》2019,41(1):140-146

为了研究离子类土壤固化剂对青藏高原高温冻土工程性质的改良效果,分别选用酸性和碱性离子类土壤固化剂对冻结青藏粉质黏土进行了改良测试。塑性指数测试表明,两种固化剂的最优含量为0.2%。固化剂含量小于0.3%时,冻结温度相对原状土样没有明显的下降。对不同含量碱性和酸性固化土力学性质进行了测试,无侧限单轴抗压强度相对原状土样整体增大,碱性和酸性固化土抗压强度最大分别提高了78.7%和46.6%,最优配比（0.2%）的碱性和酸性固化土体积压缩系数随养护龄期增大而减小,两种固化土的体积压缩系数相对原状土样最大分别下降了80.0%和38.5%,固化效果明显。碱性固化土力学性质变化更显著,说明其更适合对青藏黏土进行改良。  相似文献   

塔里木盆地塔中北坡奥陶系微生物碳酸盐岩储层形成机制与评价          下载免费PDF全文

王玉伟  陈红汉  曹自成  云露 《地球科学》2019,44(2):559-571

微生物岩储层是当前的研究热点之一.通过对塔中北坡微生物岩样品的岩芯以及铸体薄片的观察,发现研究区域的微生物岩储层以裂缝-孔隙型储层为主.对其进行全直径孔渗性检测发现,微生物岩储层具有较好的天然气储集物性.通过对微生物岩的形成机制及特点的分析,结合应力敏感实验和成像测井资料,总结出微生物岩储集空间发育的优势因素.原生白云石的生成可以促进方解石的溶解,而塔中北坡微生物岩发生早成岩岩溶作用,部分地区叠加晚期深成热液改造,提高了储集物性;有机质含量较丰富不仅可以在埋藏成岩阶段生成有机酸造成溶蚀,还能够降低微生物岩的极限强度从而容易在构造作用下发生断裂形成裂缝,因此塔中北坡微生物岩储集空间主要以次生作用为主.通过岩石压缩系数的测定,得出微生物岩的抗压实能力一般,但藻屑骨架对藻孔的保护有利,抗压实能力最强的是受到热液作用而硅化的微生物岩,其次是白云石化微生物岩.  相似文献   

不同砂−膨润土垂直防渗墙填筑土料的掺量研究     

徐浩青  周爱兆  姜朋明  刘顺青  宋苗苗  陈亮 《岩土力学》2019,40(Z1):424-430

土?膨润土垂直防渗墙在美国已广泛应用于城市卫生填埋场中,我国的工程中则应用较少。由国产膨润土与原地层土混合在自重应力作用下固结形成的防渗墙,其渗透性、孔隙和压缩性如何受膨润土掺量的影响,针对该一问题,使用福建标准砂模拟原地层,以3种典型膨润土作为混合料,在各掺量下对砂?膨润土填筑土料开展改进柔性壁渗透试验固结试验,研究不同膨润土掺量对填筑料渗透系数k、孔隙率n与压缩系数av影响。结果表明,膨润土和砂形成防渗墙时存在一个对应最小n和av的最优掺量Copt,当膨润土掺量小于等于Copt时,随着掺量增加,填筑料k下降很快,av缓慢减小;当掺量大于Copt后,随掺量上升,k降低速度趋缓,av快速地升高。理论上,膨润土掺入较少时黏土颗粒仅填充砂粒间的孔隙而不影响砂粒堆积,掺量达到一定程度后膨润土使砂粒彼此分离,悬浮在其中,填筑料的孔隙率随掺量而增大,可能是宏观上造成最优掺量产生的主要原因。  相似文献