Meso‐scale particle modeling of concrete deterioration caused by alkali‐aggregate reaction     

Jianwen Pan  Y. T. Feng  Feng Jin  Yanjie Xu  Qicheng Sun  Chuhan Zhang  D. R. J. Owen 《国际地质力学数值与分析法杂志》2013,37(16):2690-2705

A meso‐scale particle model is presented to simulate the expansion of concrete subjected to alkali‐aggregate reaction (AAR) and to analyze the AAR‐induced degradation of the mechanical properties. It is the first attempt to evaluate the deterioration mechanism due to AAR using the discrete‐element method. A three‐phase meso‐scale model for concrete composed of aggregates, mortar and the interface is established with the combination of a pre‐processing approach and the particle flow code, PFC2D. A homogeneous aggregate expansion approach is applied to model the AAR expansion. Uniaxial compression tests are conducted for the AAR‐affected concrete to examine the effects on the mechanical properties. Two specimens with different aggregate sizes are analyzed to consider the effects of aggregate size on AAR. The results show that the meso‐scale particle model is valid to predict the expansion and the internal micro‐cracking patterns caused by AAR. The two different specimens exhibit similar behavior. The Young's modulus and compressive strength are significantly reduced with the increase of AAR expansion. The shape of the stress–strain curves obtained from the compression tests clearly reflects the influence of internal micro‐cracks: an increased nonlinearity before the peak loading and a more gradual softening for more severely affected specimens. Similar macroscopic failure patterns of the specimens under compression are observed in terms of diagonal macroscopic cracks splitting the specimen into several triangular pieces, whereas localized micro‐cracks forming in slightly affected specimens are different from branching and diffusing cracks in severely affected ones, demonstrating different failure mechanisms. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Assessing the impact of the hydraulic properties of a crusted soil on overland flow modelling at the field scale     

Nane Chahinian  Marc Voltz  Roger Moussa  Gwenn Trotoux 《水文研究》2006,20(8):1701-1722

Soil surface crusts are widely reported to favour Hortonian runoff, but are not explicitly represented in most rainfall‐runoff models. The aim of this paper is to assess the impact of soil surface crusts on infiltration and runoff modelling at two spatial scales, i.e. the local scale and the plot scale. At the local scale, two separate single ring infiltration experiments are undertaken. The first is performed on the undisturbed soil, whereas the second is done after removal of the soil surface crust. The HYDRUS 2D two‐dimensional vertical infiltration model is then used in an inverse modelling approach, first to estimate the soil hydraulic properties of the crust and the subsoil, and then the effective hydraulic properties of the soil represented as a single uniform layer. The results show that the crust hydraulic conductivity is 10 times lower than that of the subsoil, thus illustrating the limiting role the crust has on infiltration. Moving up to the plot scale, a rainfall‐runoff model coupling the Richards equation to a transfer function is used to simulate Hortonian overland flow hydrographs. The previously calculated hydraulic properties are used, and a comparison is undertaken between a single‐layer and a double‐layer representation of the crusted soil. The results of the rainfall‐runoff model show that the soil hydraulic properties calculated at the local scale give acceptable results when used to model runoff at the plot scale directly, without any numerical calibration. Also, at the plot scale, no clear improvement of the results can be seen when using a double‐layer representation of the soil in comparison with a single homogeneous layer. This is due to the hydrological characteristics of Hortonian runoff, which is triggered by a rainfall intensity exceeding the saturated hydraulic conductivity of the soil surface. Consequently, the rainfall‐runoff model is more sensitive to rainfall than to the subsoil's hydrodynamic properties. Therefore, the use of a double‐layer soil model to represent runoff on a crusted soil does not seem necessary, as the increase of precision in the soil discretization is not justified by a better performance of the model. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

Laboratory Research into Permeable Reactive Barriers for Groundwater Remediation     

Anthony Adzomani  Jun Dong  Yan Jin 《世界地质(英文版)》2003,6(1)

Permeable Reactive Barriers (PRB) is a new technology for groundwater pollution remediation. Contaminants are converted into harmless by products in situ as the polluted water passes through a reactive wall. Experimental results demonstrate how reactive media can be used to remove contaminants from polluted water by laying the reactive wall across the flow direction of the water. The most comprehensively studied and applied reactive barrier type uses granulated Zero Valent Iron (ZVI) particles. In this process elemental iron provides a reducing environment which makes reductive dechlorination of chlorinated organic compounds feasible or changes redox sensitive metals, so that they are immobilized by a precipitation reaction. A reactive wall column which is made up of ZVI, sand and zeolite has shown the highest contaminant removal capacity compared to the other two which have different components. The potentials of ZVI, zeolite and Powdered Activated Carbon (PAC) to remove contaminants are due to their different physico-chemical proper-ties which make them to "sorb"metal contaminants. The results of this experiment show that PRB technology is an efficient method for the treatment of leachate-contaminated groundwater.  相似文献   

LBQS类星体样品球空间功率谱分析     

陶建辉  褚耀泉 《天文学报》1994,35(3):264-273

本文用球空间功率谱分析方法研究了ＬＢＱＳ类星体样品的成团性，讨论了ｑ０、边界效应、红移测量误差的影响，并与相关函数的结果进行了比较，认为本样品类星体是不成团的或极弱成团。  相似文献   

持续开挖效应下结构面剪切力学性质与能量特征研究     

郭佳奇  程立攀  朱斌忠  田永超  黄鑫 《岩土力学》2023,44(1):131-143

基于地下岩体工程开挖扰动的实际情况,开展考虑持续开挖效应,充分反映岩体结构面应力调整过程的结构面剪切试验更具理论意义和工程应用价值。采用人工劈裂方法制备岩体结构面,开展了常规应力路径和持续开挖效应下的结构面剪切试验,系统研究了两种条件下结构面剪切力学性质、声发射特征和能量的演化规律。研究结果表明：开挖扰动荷载强度越大,结构面发生剪切破坏时的剪应力降整体上越大,但持续开挖效应下的剪应力降最大值仅为常规应力路径下剪应力降的48.57%;考虑持续开挖效应的结构面剪切过程中声发射活动主要集中于结构面受剪破坏和剪应力降产生时,且声发射活动强度与开挖扰动强度正相关,声发射振铃计数变化率极值明显小于常规应力路径下的相应值;持续开挖效应下试样裂纹发育密集度、结构面磨损区域及破坏程度均随开挖扰动强度增加而增加,但试样裂纹发育的密集程度和结构面破坏程度相对常规应力路径下的情况轻;考虑持续开挖效应的结构面发生剪切破坏时弹性应变能随扰动荷载增大而增大,均低于常规应力路径条件下的弹性应变能值,持续开挖效应降低了结构面剪切破坏的强度,但更易引发结构面发生剪切破坏。  相似文献   

浅水三角洲物源、砂体构型与储层特征研究——以准噶尔盆地永进—莫西庄地区侏罗系三工河组二段为例     

冯怀伟  许淑梅  王金铎  张关龙  曾治平  任新成  修金磊  王千军 《地质论评》2023,69(4):2023040028-2023040028

针对准噶尔盆地腹部侏罗系三工河组物源、砂体构型及储层物性认识存在争议的问题,笔者等基于岩芯、录井、钻井等方面的资料,结合前人在准噶尔盆地周缘磷灰石及锆石年龄数据,运用沉积学、层序地层学、沉积盆地分析及储层沉积学的基本原理和方法对三工河组二段物源方向、远近和类型、沉积体系展布、砂体构型及储层物性之间的关系进行了系统的研究。研究表明,在敞流盆地快速抬升/缓慢沉降的构造背景下形成辫状河三角洲退积式沉积序列,在五级层序地层格架中,河道强冲刷叠置砂体见于第1、2砂组,三角洲退积,分支河道强烈冲刷,导致河道砂体叠置,微相类型单一,单砂体厚度向上变薄,砂体全区稳定分布,储集性较好。河道弱冲刷叠置砂体见于第3、5砂组,三角洲退积,分支河道冲刷不明显,形成河道“二元结构”,单砂体厚度向上变薄,粒度变细,储集性好;河口坝组合砂体见于第4砂组,在三角洲退积过程中,水下分流河道末端形成河口坝,总体岩性向上变细,砂体不连续,储集性好,远砂坝席状砂组合砂体见于第6、7砂组,砂体零星分布,储集性很差。在浅水、低可容纳空间、快速抬升/缓慢幕式沉降构造背景之下,浅水三角洲的物源的方向、远近及类型是影响沉积微相展布的关键因素,也是影响砂体构型及其储层物性的物质基础。  相似文献   

Thermal doming-extension metallogenic system of Jiaodong type gold depositsSCIEI北大核心CSCD     

宋明春  宋英昕  李杰  刘洪波  李健  董磊磊  贺春艳  王润生 《岩石学报》2023,(5):1241-1260

胶东型金矿具有独特的成矿特征和成因机制,不同于国际已知金矿类型。为了深化认识控制矿床形成、变化和保存的地质要素及成矿过程,本文综合分析了胶东半岛晚中生代岩浆作用、构造活动和成矿特征及其构造背景,提出该区深部岩浆活动与地壳快速隆升及浅部变质核杂岩、张性断层、断陷盆地等伸展构造,共同控制了以Au为主的矿床成矿系列及成矿演化过程,谓之热隆-伸展成矿系统。阐明了晚中生代岩浆演化过程中的元素变化规律,发现了金矿化蚀变带中的低Ba、Sr含量异常及早白垩世胶东地壳中金丰度的显著变化,揭示了壳幔物质混合和伟德山型花岗岩岩浆活动对金成矿的贡献。认为这一成矿系统形成于古太平洋板块俯冲后撤的后俯冲伸展环境,由于软流圈上涌导致岩石圈地幔性质由富集向亏损转化,从而引起岩浆岩地球化学特征变化,地球化学元素重新调整,幔源含金流体与由重熔下地壳析出的壳源含金流体混合形成富金流体库,并产生贫金花岗岩。大规模岩浆活动为成矿元素的活化、迁移提供了热动力条件,上地壳伸展产生的断裂构造则为成矿元素聚集提供了良好空间。热隆-伸展成矿系统是中国东部晚中生代重要的成矿系统。  相似文献   

5000 m新型能源勘探智能钻探装备与技术研究          下载免费PDF全文

朱恒银  王强  刘兵  陈云召  冯建宇  乌效鸣 《探矿工程》2022,49(1):110-119

结合我国地下新型能源勘探工作的重大需求,开展了“5000 m新型能源勘探智能钻探装备与技术”的研究,取得了5000 m多功能交流变频电动钻机、多参数孔底自动监测装置、高温环保泥浆及泥浆性能自动测量装置、取心和无心钻进不提钻互换钻具等系列成果,填补了国内空白,推动了新型能源深部钻探技术向智能化方向发展。  相似文献   

火山灰增强微生物固化砂土效果的试验研究     

熊雨  邓华锋  李建林  程雷  朱文羲 《岩土力学》2022,43(12):3403-3415

为了提升微生物固化砂土的效果,考虑火山灰的多孔结构及活性特征,设计进行了火山灰增强微生物诱导碳酸钙沉淀（MICP）固化砂土试验,综合宏观物理力学试验和微细观检测,系统分析了火山灰对微生物固化砂土的增强效果及增强机制。结果表明：（1）火山灰能够显著提高砂土微生物加固过程中的固菌率和胶结物产量,火山灰掺量在10%左右达到最佳,与常规MICP相比,固菌率提高了118.28%,胶结物生成量提高了29.55%。（2）火山灰的掺入提高了固化体的抗压强度和抵抗变形的能力,不同围压下固化体的抗压强度提升了52.26%～62.96%,破坏时的应变增加了100.00%～112.58%。（3）火山灰掺入后,固化体的孔隙大小及孔隙率明显减小,整体的密实性及抗渗性能进一步提升,孔隙率从20.12%减小为14.17%,渗透系数降低了一个数量级。（4）火山灰对微生物固化砂土的增强机制主要包括3个方面,一方面,火山灰在砂颗粒间起到了良好的充填作用,大幅减少了颗粒间的大孔隙,使得固化体的密实性增强;另一方面,火山灰良好的吸附作用有效提高了试样内细菌的含量,使固化体碳酸钙的产量及分布的均匀性均增加;第3方面,火山灰中的活性物质参与反应生成的胶凝物质与碳酸钙晶体形成复合凝胶体,使得固化体的胶结性能和密实程度进一步增强。  相似文献   

新生代辉绿岩侵入对围岩物性的影响:以苏北盆地洋心次凹为例     

王凯  刘汇川  任威威  李文奇  于志琪 《现代地质》2022,36(6):1563-1573

传统观念认为岩浆活动区是油气勘探的禁区,但现今理论研究与实践勘探发现岩浆侵入作用能够显著改造围岩物性。目前岩浆侵入对围岩具体的影响认识不清,查明岩浆侵入影响围岩物性的机理对油气勘探具有重要意义。以苏北盆地洋心次凹的丰页1井为例,结合测井、地震及岩心等资料重点分析辉绿岩侵入对围岩储层物性与储集空间的改造,深入讨论其影响机制。苏北地区丰页1井的辉绿岩在吴堡运动期(约59 Ma)开始顺层侵入,侵入体中心相为辉长岩,侵入体边缘相为辉绿岩,变质相为板岩,上变质带厚度大于下变质带厚度。围岩由非渗透性泥岩转变为油气储层,储集空间为辉绿岩侵入和泥岩变质过程中产生的裂缝与孔隙。辉绿岩的侵入显著提高围岩储层物性,主要的机制有变质固结、热液破裂、冷凝收缩和溶蚀作用4种,其中热液破裂和溶蚀作用对储层的形成最为关键。  相似文献