A method analyzing deformation of anchor foundations in soft clay under static and cyclic loads     

《Applied Ocean Research》2019

The paper presents a constitutive model to describe undrained cyclic stress-strain responses of soft clays based on the equivalent visco-elastic and creep theories. The hysteretic and nonlinear stress-strain responses of soft clays are described using the equivalent visco-elastic relationship and variations of the cyclic modulus and the damping ratio with the octahedral shear strain, respectively in the model. The cyclic accumulative strain is described using the Mises creeping potential function and the associated flow rule. The method determining the model parameters is given by static and cyclic triaxial tests. The finite element method to analyze deformation of anchor foundation in soft clay under static and cyclic loads is developed based on the model. For the method, a cyclic loading time history is divided into a series of incremental loading sub-processes which include one load cycle at least. The cyclic stress-strain responses of soil elements at any time are not tracked in detail and determined by the equivalent visco-elastic calculations for every loading sub-process. The accumulative deformation of anchor foundations is calculated using the initial strain algorithm. The method has been implemented in ABAQUS Software by developing interface programs. Model tests of the suction anchors are conducted and predicted using the method. Comparisons of predicted and model test results show that the method can be used to evaluate cyclic stability and reveal the failure process and mechanism of anchor foundations by analyzing deformation time-histories.  相似文献   

Effect of offshore troughs on the South India erratic summer monsoon rainfall in June 2017     

《Dynamics of Atmospheres and Oceans》2021

The onset and advance of southwest monsoon are accompanied by the appearance of the offshore trough along the southwest coast of India. This offshore trough escorts a deluge of rainfall to the southwest coast, and sometimes rainfall band moves eastward further into south India. These broad observations were noticed during the summer monsoon of June 2017. Meteorological agencies and media had reported a huge amount of rainfall over the southwest coast of India during the month. But, in the far interior of south India, rainfall was less. Due to the less rainfall, water resources depleted, which affected local farmers and common man of south India. The confused views of the common man on southwest coast rainfall could be due to lack of understanding related to various factors affecting rainfall over the same region. This article is an endeavor to address the preliminary understanding of the southwest coast rainfall during June 2017, with more stress on offshore troughs. The study begins with area-averaged rainfall statistics over south, southwest, and southeast India by employing satellite and rain gauge merged rainfall datasets. Area averaged analysis revealed offshore trough contributed 80 % of rainfall over the South West India, 68 % over South East India, contributing to an overall 75 % over south India in 2017. To identify offshore trough position and strength in the reanalysis and model simulations, a new method called VSV (Vertical Shear of Vorticity) method was introduced. The computed offshore troughs were categorized into Active, Normal, and Feeble based on the strength of meridional gradient of mean sea level pressure and 850 hPa horizontal winds. The contribution due to each category of the offshore trough over different sub-regions was investigated to find out the effect of the offshore trough to total rainfall. Dynamic and thermodynamic features of these categories of the offshore trough were investigated by using proxies like equivalent potential temperature and moisture flux convergence. We found that during active offshore trough an eastward propagation of rain bands persists, which was explained by using moisture flux convergence and equivalent potential temperature at different levels of the atmosphere.  相似文献   

基于单自由度等效线性化模型的RC结构地震易损性分析     

耿飞  徐超  温增平 《震灾防御技术》2022,17(2):316-325

通过有限元方法进行非线性动力时程分析获取解析的易损性曲线,计算量大且耗时。本文采用一种简化的计算方法,即基于单自由度的等效线性化模型,对钢筋混凝土框架结构进行地震易损性分析,并研究了该方法在结构高度上的适用性。通过选用5种典型的等效线性化模型对3栋不同高度的钢筋混凝土框架结构进行增量动力分析（IDA）,得到了不同高度的结构在不同强度地震作用下结构的反应和易损性,并与OpenSees程序的计算结果进行对比,研究了等效线性化模型应用于RC框架结构易损性分析在高度上的适用性。分析结果表明:对于10层及以下的框架结构,基于单自由度的等效线性化模型在结构地震易损性分析中具有较好的适用性;对于更高层数的结构,由于高阶振型反应对整体结构反应的影响增大,基于单自由度等效线性化模型的易损性分析结果会出现明显的偏差。  相似文献   

雄安新区剪切波速剖面V_S30估算模型研究     

张肖  张合  云萌  汪飞 《震灾防御技术》2022,17(2):401-408

本文基于雄安新区起步区区域性地震安全性评价工程435个钻孔剖面数据,选取其中300个钻孔剖面进行回归分析,利用剩余的135个钻孔剖面数据进行模型可靠性检验。研究结果表明,当钻孔剖面深度小于15 m时,Boore等模型明显低估了V_S30;当深度小于10 m时,本研究中对数线性模型、对数二次模型、对数三次模型存在约3%的低估现象;对数三次模型相对误差、残差标准差均较小,因此,对数三次模型更适用于估算雄安新区缺乏钻孔资料或钻孔剖面深度未达30 m的 V_S30。  相似文献   

约束等效源稳定向下延拓方法研究     

周智文  何水原  孟小红  王俊  方圆  郑师警  廖开训 《地球物理学报》2022,65(2):754-762

在等效源向下延拓方法的理论基础上,研究提出加入观测平面以下空间实测数据作为约束的等效源约束向下延拓法,用于二维位场数据向下延拓.与传统的向下延拓方法和等效源法延拓相比,等效源约束向下延拓法抗噪声性强,能延拓出由于延拓深度过大而衰减至难以探测的高频信号,使延拓结果更接近真实值.理论重力模型数据的延拓结果显示该方法有效,延拓结果优于传统波数域迭代法和等效源法.利用等效源约束延拓法对我国某海域水面实测重力值进行向下延拓并与水下实测值进行对比,结果表明该方法延拓结果最接近实测值.本文方法为我国深水油气近海底重磁高精度探测研究提供一定的技术支撑.  相似文献   

采用等效渗透系数法搜索渗流自由面   总被引：5，自引：1，他引：4  

张宜虎 《工程地质学报》2004,12(2):187-192

采用一个具体的实例对比分析了当前最为常用的几种自由面确定方法 ,阐明了各自的优缺点 ;然后在此基础上对单元传导矩阵调整法作了简化和改进 ,提出了等效渗透系数法。应用表明 ,等效渗透系数法不仅具有足够的计算精度 ,而且还具备算法简单、易推广等优点  相似文献   

THE EQUIVALENT SLOPE - A NEW METHOD FOR CALCULATING SOIL LOSS FROM IRREGULAR SLOPES     

XiaoguangZHAO HuiSHI Ming＇anSHAO 《国际泥沙研究》2004,19(3):202-209

he slopes in field conditions are always irregular, but the supposed uniform slopes are used in most erosion models. Some studies used several uniform slopes to approximate an irregular slope for estimating soil erosion. This approximation is both time-consuming and weak in physical insights. In this paper, the concept of equivalent slope is presented based on that runoff potential on uniform slope is equal to that of irregular slope, and the equivalent uniform slope is used to estimate soil erosion instead of the irregular slopes. The estimated results of slope-length factors for convex and concave slopes are consistent with those from the method of Foster and Wischmeier, The experiments in the southern part of the Loess Plateau in China confirmed the applicability of the present method. The method is simple and has, to some extent, clear physical meanings, and is applicable for estimating soil erosion from irregular slopes.  相似文献   

城镇有限场地条件下的物探找水试验     

周磊  曹创华  邓专  谭佳良  龙霞 《城市地质》2019,14(1):97-102

为在城区强干扰环境、有限场地条件下进行物探方法找水,特利用等值反磁通瞬变电磁法,在湖南郴州市某城镇进行了野外试验。在地表调查和周边人文环境基础上,常规电测深等找水有效手段在城镇区域难以施工,面对这个难题利用等值反磁通瞬变电磁法进行试验,其利用对偶中心耦合装置消除了收发线圈感应耦合来消除干扰。首先根据地质信息设计了近似南北向的4条剖面,然后进行了发射频率试验并进行单点连续探测,最后利用探测结果绘制了多测道曲线和二维模拟断面等值线图并设计了钻孔。钻探验证结果表明:等值反磁通瞬变电磁法在强干扰、场地受限的城镇区域找水效果较好,是一种值得推广的新方法。  相似文献   

三种温湿参数下昆明准静止锋锋面位置及锋生函数诊断的对比分析   总被引：3，自引：2，他引：1  

段旭  张亚男  梁红丽 《大气科学》2018,42(2):301-310

针对2008年1~2月昆明准静止锋天气过程,讨论了位温、相当位温和广义位温三个温湿参数及其对应的锋生函数,对比分析结果表明:（1）广义位温因其湿度因子权重过大,不适用于分析以温度梯度定义的昆明准静止锋锋面位置和强度;（2）理想状态下的干大气位温和饱和大气相当位温仅与气压和温度有关,均能较好地反映大气温度场特征,适用于昆明准静止锋的分析,比较而言相当位温对温度锋区的描述更为显著;（3）用位温或相当位温计算锋生函数所得结果直接表达了因温度场变化导致的锋面生消状况,而用广义位温计算锋生函数所得结果同时包含温度锋生（消）和湿度锋生（消）两种情况,不能简洁地判断昆明准静止锋锋面生消状况。  相似文献   

遥墙机场环境噪声影响预评价     

卫孝泉  李江吉  许龙江  孙晓光 《中国海洋大学学报(自然科学版)》1994,(1)

采用有效感觉噪声级Ｌｅｐｎ作为单个事件的评价量，用计权等效连续感觉噪声级Ｌｗｅｃｐｎ作为一段时间内多个事件的评价量，介绍了机场环境噪声影响预测的完整程序和方法。给出了遥墙机场１９９５年度的预测结果。  相似文献