Testing and modeling of the mechanical behavior of dolomite in the Wudongde hydropower plant     

J. C. Zhang  W. Y. Xu  H. L. Wang  Q. X. Meng 《Geomechanics and Geoengineering》2016,11(4):270-280

In order to understand the mechanical behaviours of the surrounding rocks in the underground caverns of the Wudongde hydropower plant, triaxial tests are performed on a type of dolomite. It is revealed that damage induced by crack development is the main factor controlling the nonlinear plastic deformation and failure behaviour of the dolomite in both pre- and post-peak regimes. Based on this understanding, a coupled elastoplastic damage model is developed for capturing the dolomite’s mechanical behaviours. In the model, the effects of plasticity and damage on rocks is described by introducing plastic hardening and damage softening commonly in the plastic yield surface. Which are both derived from a suitable Helmholtz free energy function. The model is used to simulate the triaxial tests. Comparisons between test results and the numerical modelling show that the developed model is capable of describing the macro mechanical behaviours of the Wudongde dolomite.  相似文献   

Influence of prey abundance and abiotic factors on the long-term home-range and movement dynamics of spotted grunter Pomadasys commersonnii in an intermittently open estuary     

BA Maree  PD Cowley  TF Næsje  A-R Childs  AI Terörde  EB Thorstad 《African Journal of Marine Science》2016,38(2):171-180

Long-term home-range and movement dynamics of spotted grunter Pomadasys commersonnii and the distribution of their dominant prey, the sandprawn Callichirus kraussi, were investigated in the intermittently open East Kleinemonde Estuary, South Africa. In addition, the effects of fish length, diel cycle, season and other abiotic factors on home range and area use were examined. Nine adult spotted grunter (326–489?mm total length) were tagged with acoustic transmitters, and their movements were studied by manual tracking on six consecutive days and nights during each of five tracking sessions from March to November 2004. In addition, movement patterns were recorded by stationary data-logging receivers. Kernel home ranges (95% utilised distribution) varied in size (mean: 76 797?m²?, range: 26 296–165 321?m²), but were all located in the lower one-third of the 3.6 km-long estuary. There was no effect of season, the diel cycle or fish length on the home-range estimates. However, the distribution of prey corresponded with the home-range distribution of tagged fish. Although sandprawn distribution was highly variable within and among transects and depth classes, sandprawns were most abundant in the lower region of the estuary, which corresponded to the home-range distribution of spotted grunter. Spatial distribution of prey appears to be a dominant factor influencing home-range parameters of this species within an intermittently open estuary.  相似文献   

PM_2.5降尘对A549细胞线粒体氧化损伤的影响     

宋小芳  杨洁  霍婷婷  马骥  董发勤  马杰  王玉琳  邓建军 《岩石矿物学杂志》2018,37(6):985-992

将不同浓度PM_(2.5)降尘作用于A549细胞后,利用MTT法检测其存活率,W-G染色观察细胞形态,荧光探针法检测细胞ROS和MMP相对水平,以探讨PM_(2.5)降尘对A549细胞线粒体氧化损伤的影响及作用机制。结果显示,经12. 5μg/m L的PM_(2.5)降尘作用A549细胞3 h后,细胞存活率为(81. 77±6. 15)%,并随作用浓度及时间增加呈递减趋势。PM_(2.5)染毒后可观察到细胞形态不规则,胞膜溶解破坏,细胞微核出现。PM_(2.5)降尘作用于细胞24 h后,胞内ROS相对含量随暴露浓度增加呈递增趋势,细胞MMP相对水平随染毒浓度增加而降低,且胞内ROS和MMP两者间存在显著相关关系(R2=0. 878)。提示PM_(2.5)降尘处理A549细胞后可通过刺激ROS的产生,诱导细胞MMP下降,造成细胞线粒体氧化损伤。  相似文献   

煤渣改良土的抗冻能力及损伤特性研究     

张向东  任昆 《冰川冻土》2018,40(4):764-772

为研究煤渣改良土作为季节冻土区路基填料的抗冻能力,以不同煤渣掺量及不同养护龄期下的煤渣改良土为研究对象,利用GDS三轴试验系统开展了不同冻融次数下改良土的三轴压缩试验,获得了最佳的煤渣掺量及养护时间数据,提出冻融及加载综合影响下改良土的总损伤变量,并据此建立了损伤本构关系。结果表明：改良土的抗冻能力随着煤渣掺入量的增大出现先增强后减弱的变化趋势,随龄期的增长而逐渐增强。冻融循环对改良土物理力学性质的影响主要集中在前5次循环过程,超过5次后影响逐渐减弱。冻融加载总损伤变量能够较好地反映冻融及加载过程中改良土性质的劣化,据此建立的损伤本构关系具有一定的精度,可以为季节冻土区煤渣改良土路基工程提供参考。  相似文献   

Evaluation of effectiveness of three fuzzy systems and three texture extraction methods for building damage detection from post-event LiDAR data     

Milad Janalipour 《International Journal of Digital Earth》2018,11(12):1241-1268

Building damage maps after disasters can help us to better manage the rescue operations. Researchers have used Light Detection and Ranging (LiDAR) data for extracting the building damage maps. For producing building damage maps from LiDAR data in a rapid manner, it is necessary to understand the effectiveness of features and classifiers. However, there is no comprehensive study on the performance of features and classifiers in identifying damaged areas. In this study, the effectiveness of three texture extraction methods and three fuzzy systems for producing the building damage maps was investigated. In the proposed method, at first, a pre-processing stage was utilized to apply essential processes on post-event LiDAR data. Second, textural features were extracted from the pre-processed LiDAR data. Third, fuzzy inference systems were generated to make a relation between the extracted textural features of buildings and their damage extents. The proposed method was tested across three areas over the 2010 Haiti earthquake. Three building damage maps with overall accuracies of 75.0%, 78.1% and 61.4% were achieved. Based on outcomes, the fuzzy inference systems were stronger than random forest, bagging, boosting and support vector machine classifiers for detecting damaged buildings.  相似文献   

不同初始饱和度红砂岩冻融后物理力学性质研究          下载免费PDF全文

沈世伟  吴飞  甘霖  姜满 《探矿工程》2021,48(1):120-128

对不同初始饱和度红砂岩冻融循环前后进行物理及力学试验研究,探讨初始饱和度对红砂岩冻融损伤的影响。本文设定红砂岩试样初始饱和度为20%、40%、60%、80%、100%,冻融次数设定为20次,对冻融前后试样分别测定质量、纵波波速以及进行单轴压缩试验。试验结果表明：1）冻融后不同初始饱和度红砂岩的物理性质发生变化,纵波波速降低、质量减小,但变化程度不同;2）随饱和度的增大,试样经冻融后峰值强度和弹性模量均呈降低趋势,但只有饱和度大于60%时,降低趋势较明显。本文研究为寒区隧道及地下工程建设以及岩土地质灾害监测与治理提供理论依据和试验基础。  相似文献   

生态地质研究进展与展望     

聂洪峰  肖春蕾  任伟祥  刘建宇  戴蒙 《中国地质调查》2021,7(6):1-8

生态地质学是研究生态系统与地质环境之间关系的一门交叉学科,对国土空间生态保护修复工作有重要理论支撑作用。我国生态地质研究工作虽然经过了多年的发展与积淀,但时至今日生态地质学仍然处于研究和探索阶段。鉴于此,基于前人的大量研究,总结了国内外生态地质研究进展: 国际上,俄罗斯建立了生态地质学研究体系,美国发起的地球关键带研究是与生态地质研究十分契合的主题; 在国内,生态地质研究主要着眼于”生态-地质”相互作用过程与机理以及地质环境影响下的系统性生态修复研究。在此基础上,提出了生态地质学涵义及其研究内容、方法技术创新及学科体系构建思路,以期为服务山水林田湖草沙整体保护、系统修复、综合治理和生态地质系统深化研究提供借鉴。  相似文献   

AN ANALYSIS OF THE SEISMIC CHARACTERISTICS OF STEEL-JACKETED CIRCULAR BRIDGE COLUMNS     

Y. H. CHAI 《地震工程与结构动力学》1996,25(2):149-161

The current approach for seismic retrofit of deficient bridge columns in California involves extensive use of steel jacketing. In this paper, the influence of steel jacketing on the lateral response of circular bridge columns is studied; particularly, the enhancement of the ultimate compressive strain of concrete, the increase in curvature ductility capacity and the increase in lateral stiffness are investigated. The current steel jacket thickness used in California is shown to enhance the ultimate compressive strain of concrete by 4–9 times the spalling strain of unconfined concrete. For larger steel jacket thickness, the ultimate limit state of steel-jacketed columns may be governed by the low-cycle fatigue fracture of the longitudinal reinforcement instead of the ultimate compressive strain of concrete. Steel jacketing is also expected to increase significantly the lateral stiffness of columns if full-height steel jackets are used. The increase in lateral stiffness of flexural columns (3⩽L/D⩽9) is estimated to be 35–60 per cent using current jacket thickness. Inelastic dynamic analyses of steel-jacketed columns using ground motions recorded during the 1989 Loma Prieta earthquake indicated that the current steel jacket thickness provides adequate protection against the damage potential of the ground motions with comparable spectral acceleration as that specified in current design spectra, and the damage sustained by the steel-jacketed column is likely to be repairable.  相似文献   

BEHAVIOUR OF NITRATE IN A HETEROGENEOUS FIELD SOIL: MEASUREMENTS AND MODELLING ON DIFFERENT SPATIAL SCALES     

JÜRG HOSANG 《水文研究》1996,10(9):1193-1208

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长周期地震动衰减关系研究的迫切性   总被引：3，自引：0，他引：3  

李春锋  张旸 《地震地磁观测与研究》2006,27(3):1-8

通过对长周期震害及长周期地震动研究的历史进行回顾指出,目前,大多数反应谱的周期还不够长,反应谱所反映的谱形与距离、震级和场地条件的关系还很有限,长周期地震动的研究仍需要不断完善,未来的长周期地震动的研究应注重软土场地的大震远场效应。  相似文献