粗粒料颗粒破碎数值模拟研究     

杨贵  许建宝  刘昆林 《岩土力学》2015,36(11):3301-3306

粗粒料在外力作用下存在明显的颗粒破碎特性,研究颗粒破碎过程是当前研究的热点问题之一。基于粗粒料单颗粒破碎机制,考虑单颗粒破碎强度与直径的变化规律,采用非线性接触H-Z模型和密度控制法建立了粗粒料颗粒破碎数值模型。开展粗粒料双轴剪切试验数值模拟研究,并与室内试验结果进行对比分析。研究表明：建立的粗粒料颗粒破碎数值模型能够较好地模拟粗粒料偏应力与轴向应变和体积应变与轴向应变的关系;数值模拟获得的粗粒料颗粒破碎率与室内试验结果基本一致;去除试样制备过程和固结过程引起的颗粒破碎,不同围压条件下的颗粒破碎率归一化后基本重合,且可以近似地采用双曲线函数进行拟合。颗粒破碎率随着围压的增大,逐渐增大,试验级配趋于Einav提出的颗粒破碎的最终级配（分维数等于2.6）  相似文献   

土石混合体填筑路堤中的非线性蠕变模型探析   总被引：2，自引：1，他引：1  

刘新荣  黄明  祝云华  钟祖良  裴丽 《岩土力学》2010,31(8):2453-2458

针对土石混合体填筑路堤工后沉降的非线性蠕变特性,提出了一种能考虑材料非线性黏弹性变形的蠕变模型。基于目前对土石混合体蠕变机理研究,将路堤工后的蠕变沉降部分考虑为非线性的衰减蠕变过程,建立了修正的Kelvin模型、广义修正模型,且得到了模型参数的识别方法;通过对修正模型分析表明,非线性常数取值对蠕变曲线变化有较大影响,修正模型的蠕变长期应变值比Kelvin模型要小;结合相关文献中对土石体填料的蠕变试验研究资料,用修正Kelvin模型对试验结果进行拟合,并对参数进行了反演,反演效果良好。修正模型的建立可为编制非线性黏弹性数值计算软件提供理论基础。  相似文献   

混凝土随机骨料模型尺寸效应的细观数值分析   总被引：1，自引：1，他引：0  

党发宁  梁昕宇  田威  陈厚群 《岩土力学》2009,30(Z2):518-523

为研究混凝土材料细观不均匀性对试件的静力学性能的影响,采用不同的随机数组,通过固定骨料尺寸,改变试件尺寸的方法,建立了不同的混凝土三维数值模型,都分6步施加相同的均布载荷,来模拟骨料和混凝土试件尺寸比例变化对试件力学性能的影响,研究了骨料随机位置对混凝土试件的应变影响。计算表明,当骨料半径和试件半径的比例系数逐渐增大时,应变误差平方和减小;骨料随机位置对混凝土试件的应变影响逐渐减小,试件的脆性越明显  相似文献   

碎石集料变形机理的块体元数值试验分析     

马正涛  李双洋  赵永春  李根 《冰川冻土》2020,42(4):1267-1274

块碎石作为道砟材料能够分散列车动荷载, 加之其内部含有大量空隙, 具有良好的对流换热特性, 作为冷却冻土路基的材料在青藏铁路建设中被广泛使用。但在列车荷载的作用下, 碎石集料会发生压密、 变形乃至破碎从而影响冷却效果。因此, 研究碎石层的变形过程及机理具有十分重要的现实意义。基于块体离散元法, 对块碎石集料的三轴剪切试验进行了数值分析, 将所得应力-应变曲线与室内试验结果进行了对比, 发现两者能较好地吻合, 说明块体离散元法能够较好地模拟块碎石集料的受力变形过程。结果表明： 增大围压或块体粒径, 块体单元受到的作用力加强, 集料的偏应力强度和抗剪强度值也随之增大。碎石块体在剪切作用下沿其接触面滑动分离, 形成X形剪切带是集料变形的主要形式, 此外在径向方向出现不同程度的扩张。基于试验和块体元研究路基碎石层的思路和方法可为今后评估青藏铁路碎石路基的热力稳定性提供理论依据和参数储备。  相似文献   

AGGREGATE STABILITY OF SOILS IN CENTRAL SPAIN AND THE ROLE OF LAND MANAGEMENT     

J. L. TERNAN  A. ELMES  A. G. WILLIAMS  R. HARTLEY 《地球表面变化过程与地形》1996,21(2):181-193

The paper examines the relationships between soil aggregate stability, selected soil properties and land use in central Spain. Aggregate stability indices derived from three procedures were found to be significantly (p > 0.01) correlated with each other as well as with clay content, organic carbon and a range of water-soluble salts. Soils with a higher clay content have a lower aggregate stability. It appears that the presence of expandable clays has a major negative influence, although this impact is strongly modified by recent land-use history and contemporary land-management practices. Agricultural land, abandoned in the 1940s, was subsequently invaded by Cistus matorral or planted with Pinus. The most stable aggregates occur under matorral and may represent a lag of more resistant aggregates surviving past land-use-related erosional processes. Comparisons with aggregates under Pinus however suggest that hydrophobic substances from the Cistus may have increased aggregate stability. Aggregates from areas remaining in cultivation are the least resistant although the stability envelope overlaps with areas under Pinus. These differences may be related to cultivation practices whereby clay-rich subsurface horizons characterized by higher proportions of expandable clays are drawn to the surface, and to enhancement of aggregate stability under forest by fungal hyphae.  相似文献   

相似材料试验研究   总被引：48，自引：5，他引：43  

左保成  陈从新  刘才华  沈强  肖国峰  刘小巍 《岩土力学》2004,25(11):1805-1808

结合反倾岩层边坡失稳破坏机理的相似模型研究,对灰岩的相似材料进行了试验,研究了相似材料中骨料与胶结物的配比、胶结物中胶结材料的配比及不同的养护方式对试块强度的影响规律。实验结果表明,用石英砂、石膏和水泥来模拟岩体介质是可行的。无论采用何种养护方式,石膏样的强度与砂胶比呈双曲线关系,而混合样的强度变化规律则呈抛物线变化。石膏样或混合样烘干后的强度均比烘干后放置一段时间的强度高。对于石膏样,其风干的强度随着时间的增加而逐渐增大,而对于混合样,其风干的强度随着时间呈现无规律的变化。这些研究成果为岩石力学相似模型试验提供了依据。  相似文献   

Causes of land loss in Tuvalu,a small island nation in the pacific     

XUEChunting 《中国海洋大学学报(英文版)》2005,4(2):115-123

Studies on land loss in Tuvalu reveal the following findings. Although both sea level rise and coastal erosion can cause land loss in the tropic Pacific oceanic islands, their mechanisms are different. When sea level rises, the low elevation coastal zone submerges and the erosion datum plane rises, the beach process progresses normally as always, resulting in no beach sediment coarsening. When the sea level is stable, coastal erosion removes finer sediment from reef flat, beach and land, resulting in beach sediment coarsening. The human-induced coastal erosion in the tropic Pacific oceanic islands has the following features. 1) Erosion occurs or intensifies immediately after inappropriate human activities. 2) It occurs near the places having human activities and places related to the above places in sediment supply. 3) It often occurs on original prograding or stable coasts (on lagoon coasts for atolls) because there are more coastal engineering projects and other human activities on such coasts. 4) It is chronic, covering a long period of time. The coastal geological events in Tuvalu islands do not accord with the features resulted from sea level rise but do accord with the features resulted from coastal erosion, particularly from human-induced erosion. The land loss in Tuvalu is mainly caused by inappropriate human activities including coastal engineering and aggregate mining, and partly caused by cyclones. Moreover, all recent measurements (satellite altimetry,thermosteric sea level data and tide observations) so far have not been able to verify any sea level rise around Tuvalu islands.  相似文献   

Mapping an aggregate extraction site off the Eastern English Channel: A methodology in support of monitoring and management     

Silvana N.R. Birchenough  Siân E. BoydKoen Vanstaen  Roger A. CogganDavid S. Limpenny 《Estuarine, Coastal and Shelf Science》2010

Each year approximately 23–28 million tonnes of sand and gravel are removed from offshore sediments around England and Wales. This study was located in a licensed marine aggregate extraction site off Shoreham in the Eastern English Channel (EEC thereafter). Results from the multibeam survey showed the presence of dredged pits created by suction hopper dredging and elongated furrows created by trailer suction hopper dredging in the area where sand and gravel had been excavated. Electronic Monitoring System (EMS) contained the dredging intensity recorded annually at the site; this information was combined with particle size data providing interpreted maps, which informed the status of the sediments at the site.  相似文献   

具有空间关系约束的时空数据聚集查询语义理论     

刘新  李成名  刘文宝 《测绘科学》2009,34(3)

由于时空数据集变得越来越庞大,逐个研究数据库中的实体变得非常困难,分析数据库中具有共性元组集的聚集信息变得越来越重要。具有空间关系约束的聚类信息隐含了信息的变化趋势,这些信息对于制定决策是非常重要的。本文根据时空数据库中时空聚集查询,研究了具有空间关系(拓扑关系、方向关系、距离关系和位置关系)约束的聚集查询理论,解决了在某一时刻,与给定元组具有某种空间关系的元组集的聚集查询。  相似文献   

冻融循环作用下植被混凝土团聚结构变化对养分固持能力的影响北大核心CSCD     

刘大翔  刘德玉  童标  杨悦舒  丁瑜  许文年 《冰川冻土》2022,44(2):623-633

植被混凝土生态修复技术是当前国内用于裸露陡边坡植被恢复的典型技术之一,具备肥力持续供给能力是植被混凝土有别于其他建筑材料的基本属性。冻融循环作用下物理结构剧变导致养分固持能力减弱是限制植被混凝土在高寒地区应用的关键因素,但养分固持能力变化的深层原因尚不清楚。通过控制性试验,以初始含水率和冻融循环频次为变量,测定了植被混凝土水稳性团聚体粒径分布、团聚特征参数、主要养分含量及其淋溶流失率的变化规律。结果表明:随初始含水率提高,植被混凝土中水稳性微团聚体向大团聚体转化,尤其以≥1~2mm粒组增幅最多,团聚特征参数变化也反映出团聚体稳定性随之提高;冻融循环导致水稳性团聚体平均粒径不断减小,但会随冻融频次增长逐步趋于稳定。初始含水率的提高促使各养分含量略有增加;冻融循环作用下有机质、铵态氮、有效磷、速效钾含量仍有增长,但硝态氮含量不断降低。同时,冻融循环还会导致各养分淋溶流失率不断增大,最大增幅可超过90%,并随冻融频次增长趋于稳定。这说明冻融循环对养分固持能力的影响会逐步减弱,而且侧面反映出团聚结构与养分固持能力间存在紧密联系。Pearson相关性分析进一步表明,团聚特征参数与各养分淋溶流失率均达到显著相关水平,综合考虑显著性水平与相关性系数绝对值,认为团聚特征参数中几何平均直径与各养分淋失率相关程度最高,最适合用于表征植被混凝土的养分固持能力。上述研究结果证实,冻融循环作用下团聚效应减弱是导致植被混凝土养分固持能力降低的深层原因。  相似文献