Investigation on the dynamic liquefaction responses of saturated granular soils due to dynamic compaction in coastal area     

《Applied Ocean Research》2019

Dynamic compaction (DC) has been widely used for a variety of soil types and conditions in coastal area. However, as the ground water table is near the ground surface, a significant increase of pore water pressure is noticed after each impact, which results in local liquefaction and limits further drop effect. Consequently, to obtain effective compaction effects on saturated soils, it is essential for the evaluation of the liquefaction responses of soil medium caused by DC to determine the time delay between the drops and prevent ‘rubbery soil’. In this study, a numerical investigation on the liquefaction responses of saturated granular soils during DC is carried out using a coupled hydro-mechanical model. The developed model considers all the stages of DC involved in impact stage and consolidation stage. A new cap model for simulations of high strain rate behaviors of soils under DC is incorporated in the coupled hydro-mechanical model. Verification of the proposed model is performed against the previous test data and analytical result. Then, a series of parametric studies have been performed to examine the effects of the tamping energy level, hammer radius and permeability on liquefaction responses of saturated granular soils at several stages of DC. The numerical results demonstrate that the dimension of liquefaction zone is driven by the tamping energy level rather than the permeability, and strain rate has a significant effect on soil responses in DC.  相似文献   

基于IDA方法的框架结构震害风险评估     

杨贝贝  王志涛  张秀彦 《震灾防御技术》2020,15(1):21-32

为了评估不同抗震设防烈度区建筑结构震害风险，即场地地震危险性与结构地震易损性的卷积，本文以典型框架结构为例，对其震害风险进行研究。依据抗震设计规范，分别按照6度、7度和8度设计3个3跨10层框架结构模型，采用动力增量分析方法（Incremental Dynamic Analysis，IDA）对其进行地震易损性分析。同时，基于我国地震烈度概率分布特点，应用MATLAB软件生成符合极值Ⅲ型分布的地震烈度，并将其转化为地震加速度峰值，联合地震易损性结果评估模型震害风险。通过划分震害风险等级，为建筑结构抗震防灾对策的制定提供借鉴。  相似文献   

Study on nonlinear dynamic characteristics inherent in offshore jacket platform using long-term monitored response of ice-structure interaction     

《Applied Ocean Research》2018

This paper proposes a method to structurally identify inherent dynamic characteristics based on long-term monitored acceleration data of nonlinear offshore platforms under sea-ice excitation. Not all the inherent characteristics can be excited due to the randomness of ice loading and its limited bandwidth. However, the long-term monitored data can reflect most of the conditions of sea-ice excitation. The change of natural characteristics of the platform under ice loads can be identified by analyzing of long-term monitored data. A nonlinear system of two-degree-of-freedom (2DOF) is simulated to identify dynamic characteristics and verify the effectiveness of the proposed method. The method is applied to analyze the acceleration data caused by ice-induction at a jacket platform in Liaodong Bay. The inherent characteristics of the structure can be identified and its variation under different ice-load intensities is summarized.  相似文献   

黄河三角洲粉质土的动模量和阻尼比试验研究   总被引：9，自引：2，他引：7  

马德翠  单红仙  周其健 《工程地质学报》2005,13(3):353-360

结合室内共振柱和动三轴实验,对黄河三角洲饱和原状粉质土体(粉土、粉砂、粉质粘土)动模量和阻尼比的影响因素和发展规律进行了详细的研究。研究表明,在粉粒和粘粒含量对动模量的共同影响中,粉粒含量起着举足起重的作用;侧限压力对归一化剪模比和阻尼比的影响均较显著,相比粘粒含量的影响不大。通过与Seed建议的砂土及饱和粘土的G/Gmax~曲线和~曲线进行对比,结果显示研究区的粉质土相比一般的砂土和饱和粘土而言,其动力变形特性更接近于砂土,但是与砂土也存在着非常明显的差异;其发展规律与其他地区沉积粉质土也较为不同,具有明显的区域性。采用修正了的Hard in-D rnevich模型和对数模型分别对G/Gmax~曲线和~曲线进行拟合,给出了三类粉质土的归一化动力变形G/Gmax~/r关系曲线,对模型中有关参数的影响因素做了初步的探讨。  相似文献   

基于ERSM涡轮盘径向变形的非线性动态概率分析     

王桂华  费成巍  白广忱 《海洋科学进展》2013,(4):529-536

为了准确设计高压涡轮盘和叶尖间隙,从概率的角度进行了涡轮盘径向变形的分析。介绍了高精度高效率的非线性动态概率分析的极值响应面方法(Extremum Response Surface Method, ERSM),并建立了其数学模型。考虑材料属性和边界条件的非线性,以及热载荷和离心载荷的动态性,基于ERSM对涡轮盘径向变形进行了非线性动态概率分析,得到了输入输出参数的分布特征和影响涡轮盘径向动态变形的主要因素。最后,通过方法比较,验证了ERSM在保证计算精度的前提下能大大提高计算速度,节约计算时间,改善计算效率。为进行更有效的涡轮盘设计和优化,改善叶尖间隙设计和控制的合理性提供了有效依据。   相似文献   

基于剩余推力法的地震滑坡永久位移研究   总被引：5，自引：0，他引：5  

祁生林祁生文  伍法权刘春玲 《工程地质学报》2004,12(1):63-68

基于剩余推力法思想 ,结合Newmark有限滑动位移法 ,考虑了由于动力作用造成的孔隙水压力变化 ,对一种最为常见的边坡灾害滑坡 ,提出了一种简便的估算地震动力永久位移的方法。对一实例用该法和快速拉格朗日元 (FLAC3D)进行对比计算 ,结果表明两者的结果基本接近 ,前者要保守一些。这就使得应用剩余推力法这一常规方法对滑坡进行真正意义上的动力时程分析成为可能.  相似文献   

凝结几率函数的引进和非均匀饱和湿空气动力学方程组   总被引：12，自引：6，他引：12  

王兴荣  吴可军  石春娥 《热带气象学报》1999,15(1):64-70

引进凝结几率函数,并摈弃“凝结过程开始于某个临界的相对值”的假定,使湿空气动力学研究摆脱整个大气总是处处维持饱和的不合理要求,建立了非均匀饱和湿空气动力学方程组,并在一定的假设下给出了方程组的一些简化形式。  相似文献   

近断层地震动作用下土质边坡动力响应研究   总被引：1，自引：0，他引：1  

宋健  高广运  陈青生  赵宏 《地震工程学报》2013,35(1):62-68,90

根据汶川地震中滑坡多沿断层分布的特点,利用FLAC有限差分软件建立了一个土质边坡动力数值分析模型,分别研究了具有向前方向性效应、滑冲效应和无速度脉冲的近断层地震动作用下边坡的动力响应.结果表明:含速度脉冲地震动对边坡的破坏作用远强于无速度脉冲地震动,且具有滑冲效应的地震动引起的边坡动力响应稍大于向前方向性效应地震动.近断层地震作用下,边坡水平方向绝对峰值加速度分布存在沿高程放大效应.具有向前方向性效应的地震动会增强边坡加速度的高程放大效应而具有滑冲效应的地震动则在一定程度上削弱了这种放大效应,且边坡中下部绝对峰值加速度值相对于向前方向性效应地震动和无速度脉冲地震动引起的绝对峰值加速度值较大.  相似文献   

Dynamics and spectra of cumulant update closures for two-dimensional turbulence     

J. S. Frederiksen  A. G. Davies 《地球物理与天体物理流体动力学》2013,107(3-4):197-231

Abstract

Non-Markovian closure theories are compared with ensemble averaged direct numerical simulations (DNS) for decaying two-dimensional turbulence at large scale Reynolds numbers ranging from ≈ 50 to ≈ 4000. The closures, as well as DNS, are formulated for discrete wave numbers relevant to flows on the doubly periodic domain and are compared with the results of continuous wave number closures. The direct interaction approximation (DIA), self-consistent field theory (SCFT) and local energy-transfer theory (LET) closures are also compared with cumulant update versions of these closures (CUDIA, CUSCFT, CULET). The cumulant update closures are shown to have comparable performance to the standard closures but are much more efficient allowing long time integrations.

The discrete wave number closures perform considerably better than continuous wave number closures as far as evolved energy and transfer spectra and skewness are concerned. The discrete wave number closures are in reasonable agreement with DNS in the energy containing range of the large scales for Reynolds numbers ranging from ≈ 50 to ≈ 4000. The closures tend to underestimate the enstrophy flux to high wave numbers, increasingly so with increasing Reynolds number, resulting in underestimation of small-scale kinetic energy.  相似文献   

浅谈1∶50000地形数据库动态更新质量控制     

房龙;张俊;黄伟佳 《东北测绘》2013,(4):217-219

针对国家基础地理信息数据库动态更新的特点,介绍了1∶50 000地形数据库重点要素更新过程中新的质量要素,探讨了一些增量成果数据的质量控制方法,从而满足项目更新的要求。  相似文献