Numerical study on long-term monopile foundation response     

Song-Hun Chong  Cesar Pasten 《Marine Georesources & Geotechnology》2018,36(2):190-196

This paper analyzes the long-term monopile foundation that undergoes numerous mechanical cycles. The semiempirical scheme is adopted to involve a mechanical constitutive model to extract stress and strains at the first cycle and polynomial-type strain accumulation functions to track the progressive plastic deformation. In particular, the strain function contains the fundamental features that require simulating the long-term response of geomaterials: volumetric strain (terminal void ratio) and shear strain (shakedown or ratcheting), the strain accumulation rate, and stress obliquity. The numerical simulation shows evolution of displacements, pile rotation, and stress redistribution along the embedded pile as the number of load cycles increases. The analysis highlights that the pile rigidity affects the pattern of horizontal stress and displacement. The repetitive lateral load enhances the lateral load resistance due to soil densification along the pile.  相似文献   

基于自动回标的地理实体关系语料库构建方法     

王姬卜  陆锋  吴升  余丽 《地球信息科学学报》2018,20(7):871-879

地理实体关系语料库是地理信息获取与地理知识服务的基础数据资源,其规模直接影响机器学习模型训练的效果。快速更新的网络文本不断涌现新的关系实例,要求语料库及时更新以覆盖更丰富的关系实例。手工构建和更新语料库成本高昂,亟需一种快速构建大规模地理实体关系语料库的方法。本文提出一种基于回标技术的地理实体关系语料库构建方法。首先,参考地理实体分类标准与语义关系、空间关系分类标准,针对地理实体关系的自然语言描述习惯,建立地理实体关系的标注体系;然后,结合精确匹配与模糊匹配策略,提高客体匹配的覆盖率;接着,基于优序图法建立句子打分规则,实现种子三元组到句子映射的定量评价;最后,使用中文百度百科文本验证方法的有效性。实验结果显示,本文方法平均回标成功率为67.83%,关系标注的准确率为76.36%。相比人工构建空间关系标注语料库的过程,本文提出的语料自动构建方法,标注速度快,规模大,为自动扩充标注语料库提出了可行方案。同时,该方法兼顾了地理实体间的语义关系和空间关系,且关系类型不受限,可用于开放式关系抽取任务。  相似文献   

分析研究基于小波分析与谱分析提高重力异常的分辨能力   总被引：19，自引：14，他引：5       下载免费PDF全文

邱宁  何展翔  昌彦君 《地球物理学进展》2007,22(1):112-120

重力数据是所有地下场源产生的重力场的叠加,探测对象经常被淹没在区域背景场之中,因此剩余异常的分离对于重力资料研究至关重要,而近来被引入位场领域的小波算子作为了滤波器和场源分析工具,在这里我们分析研究基于小波分析与谱分析的二维离散小波变换用于提高重力异常的分辨能力,再现出由简单形状场源描述密度不均匀的几何特征.本文先介绍二维多分辨率分析小波的基本理论及其提升算法,利用对数功率谱估计平均深度方法理论,接着对理论模型数据进行多尺度异常分解,估计地质体的形状、大小和深度,最后又对实测重力数据进行分析,并与传统常规方法进行比较分析,结果表明对于实际数据分析其方法也是具有可行性的.  相似文献   

BOM的动边界改进及其应用     

李谊纯  刘金贵  李瑞杰  张义丰 《海洋通报》2009,28(5)

针对河口海岸数值模拟的动边界问题,使用了一个简便的干湿网格法,对BOM(Burgen Ocean Model)模型进行了动边界改进。并将该模型应用于瓯江口海域进行数值模拟计算,计算结果表明实测值与计算值吻合良好,模型能够较好的模拟岸边界随潮位涨落的变动。  相似文献   

WRF4.0模式陆气耦合对不同物理参数化方案的敏感性初探          下载免费PDF全文

刘艺朦  魏江峰  赵景文 《大气科学学报》2023,46(3):431-440

模式的不同参数化方案会对模拟的天气和气候产生影响,但如何影响陆气耦合还不是很清楚。利用WRF 4.0模式设计了一组16种不同参数化方案组合的集合试验,对华北地区2013年夏季气候进行模拟。结果表明,不同积云对流参数化方案对模拟的降水平均态影响较大,其次是短波辐射方案,而微物理方案影响较小。进一步利用潜热通量(LH,Latent Heat flux)和土壤湿度(SM,Soil Moisture)、抬升凝结高度(LCL,Lifting Condensation Level)的相关系数R_(SM,LH)和R_(LH,LCL)表征陆气耦合过程,评估了陆气耦合对不同参数化方案的敏感性。模式模拟的R_(SM,LH)在不同区域随着平均降水、相对湿度的增加以及平均短波辐射的减少而减小,而R_(LH,LCL)的变化正好相反。它们内在的物理机制类似,与气候态的干湿变化密切相关,即随着土壤湿度趋于饱和,蒸散发过程逐渐受太阳辐射的限制,陆面对大气的影响减弱。另外,陆气耦合强度受积云对流方案、微物理方案和短波辐射方案的影响而产生差别,这与不同参数化方案模拟的气候态的不同密切相关,因此本研究对于WRF 4.0模式中参数化方案特别是积云对流方案的选择同样有着重要的指导意义。  相似文献   

植被斜坡岸滩海啸波消减数值模拟研究   总被引：1，自引：0，他引：1  

张明亮  冀永鹏  王旖旎  张洪兴  徐天平 《海洋学报(英文版)》2020,39(1):130-140

An explicit one-dimensional model based on the shallow water equations(SWEs) was established in this work to simulate tsunami wave propagation on a vegetated beach. This model adopted the finite-volume method(FVM)for maintaining the mass balance of these equations. The resistance force caused by vegetation was taken into account as a source term in the momentum equation. The Harten–Lax–van Leer(HLL) approximate Riemann solver was applied to evaluate the interface fluxes for tracing the wet/dry transition boundary. This proposed model was used to simulate solitary wave run-up and long-periodic wave propagation on a sloping beach. The calibration process suitably compared the calculated results with the measured data. The tsunami waves were also simulated to discuss the water depth, tsunami force, as well as the current speed in absence of and in presence of forest domain. The results indicated that forest growth at the beach reduced wave energy loss caused by tsunamis. A series of sensitivity analyses were conducted with respect to variable parameters(such as vegetation densities, wave heights, wave periods, bed resistance, and beach slopes) to identify important influences on mitigating tsunami damage on coastal forest beach.  相似文献   

Application of FLAC3D in supporting engineering of deep foundation ditch     

Jianhui QIU  Xueda SONG  Yunzheng WANG  Yi ZHENG  Xi YANG .College of Construction Engineering  Jilin University  Changchun  China.Shenzhen Geotechnical Investigation & Surveying Institute Co.Ltd.  Shenzhen  China 《东北亚地学研究》2008,11(4):222-227

Based on the design principles of economic rationality and safety, multiple-pivot pile anchorage approach was used as the supporting engineering of a tall building with a deep foundation ditch. The designs, such as anchor arm, single pile and the whole, were set up in accordance with the calculations of the internal force from the equivalent beam and Yamagata Kunio methods. Moreover, the rationality of the design was estimated using the stability checks. FLAC3D was used for calculating the accuracy of the design. Using FLAC3D to simulating ditch cutting and supporting processes can obtain the equivalent results as the theory analysis in the displacement of ditch surrounding wall, the stress field and stress distribution.  相似文献   

厦门湾大型深水航道初步研究     

林国雄 《台湾海峡》2005,24(3):404-410

大型深水航道作为大型码头的配套工程，其建设方案和工程投资对大型码头工程决策起到至关重要的作用，本文以厦门湾后石港区大型码头规划为例，对配套的3个大型深水航道建设方案进行了初步的比选研究，以供规划和建设部门参考。  相似文献   

不同边界层参数化方案对台风“利奇马”模拟的影响研究     

仲鹏志  冶磊  李煜斌  吴彬贵  高志球 《热带气象学报》2022,38(2):275-289

基于中尺度数值模式WRF,对比分析了六种大气边界层物理过程参数化方案（BouLac、MYJ、UW、YSU、ACM2、SH）对台风“利奇马”模拟结果的影响。结果表明,不同边界层方案对“利奇马”路径的模拟结果影响较小,但对其强度和结构演变的模拟结果影响显著。其中,局地闭合方案UW方案模拟的结果最强,局地闭合方案BouLac次之,而局地闭合方案MYJ和三种非局地闭合方案YSU、ACM2和SH的模拟强度都较弱。这些方案中,BouLac模拟的海平面最低气压与实况最为接近。通过对比这些边界层方案的模拟结果发现,由于台风强度的差异受到热力和动力的共同影响,边界层方案如模拟得到的地表潜热通量和边界层中湍流扩散系数较大,将导致较大的径向风和低层辐合,从而模拟得到较强的台风强度;反之,则台风强度较弱。  相似文献   

A layered numerical model for simulating the generation and propagation of internal tides over continental slope II stability analysis     

杜涛  方国洪  方欣华 《中国海洋湖沼学报》1999,17(3):252-257

INTRODUCTIONAsoneofthemethodsenablingnumericalsolutionofdifferentialequations,thefinite differ encemethodiswidelyacceptedinthestudyofphysicaloceanography.Afinite differenceschememusthavepropertiesofconvergence ,consistencyandstabilitytoyieldusefulapproximatesolutionoftherelevantdifferentialequations.However,thepropertiesneednotbeverifiedonebyonebecausethewell knownLaxLawassuresthattheconvergenceisequivalenttothestabilityforafinitediffer enceschemewithconsistence .Twomainmethodsforstudyin…  相似文献