静压桩承载力时间效应的研究进展     

王永洪  黄永峰  张明义  李长河  苏雷  仉文岗  林沛元  崔纪飞  焉振 《吉林大学学报(地球科学版)》2021,51(5):1490-1505

由于静压桩沉桩后桩周土重塑,静压桩承载力表现出随着休止期的延长而增长的特性。本文从静压桩沉桩后桩周土体内孔隙水消散固结的角度出发,对静压桩承载力时间效应的理论和试验分别进行归纳,结合孔隙水消散路径及固结模型,对桩周土体初始超静孔隙水压力大小及其分布特征进行总结,分析承载力各种测试方法的优缺点,对静压桩承载力的时效性进行深化研究,并探讨了不同地质条件、不同桩的类型对休止期内静压桩承载力的影响,进一步对基于实测数据得出的经验公式进行总结。讨论了基于不同本构关系模型的应力场及位移场解答和沉桩后孔隙水压力消散解答,在此基础上总结了桩基极限承载力理论公式;探讨了黏性土、砂土条件下,考虑超固结比、不排水抗剪强度和塑性指数比对桩基极限承载力系数A的影响,在此基础上归纳了桩基极限承载力经验公式。建议在经验公式基础上设置多重参数,以提升经验公式的精确度,并完善对不同桩、土类型的参数解答;利用BP神经网络,导入静压桩承载力相关参数,以得到针对不同地质条件、桩型、休止期的承载力最优解。  相似文献   

香溪河岩溶流域水系结构与洪峰特征关系     

范威  陈植华  牛俊强  李伟  王亮  黄荷 《中国岩溶》2021,40(3):430-438

为研究香溪河岩溶流域地表水系结构特征与洪峰流量衰减过程规律,采用统计方法分析典型子流域的水系结构特征,采用流量衰减方程分析其典型退水过程。地表水流量衰减过程存在若干个亚动态,将各个亚动态的水量分配比例作为描述洪峰特征的特征值,将水系数目比例、水系长度比例作为描述水系结构的特征值,把两者作相关分析。结果表明:岩溶区水系长度比例与水量比例在第一和第三亚动态具有较高的相关性,相关性判定系数高达0.84,使用水系长度比例更能反映水系结构的特征。   相似文献   

结构方程模型及其在地学数据建模中的回顾与展望     

刘江涛  赵洁  吴发富 《地质力学学报》2021,27(3):350-364

结构方程模型是一种建立、 估计和检验因果关系的方法.它可以替代多重回归、 路径分析、 因子分析、 协方差分析等方法,清晰分析单项指标对总体的作用和单项指标间的相互关系,是一种主要应用于验证性模型分析的多元统计建模技术.由于能够通过可观测变量来度量潜变量得分以及分析不同子模型下潜变量之间的协同效应等优点,结构方程模型被广...  相似文献   

Solution of the propagation of the waves in open channels by the transfer matrix method     

R. Daneshfaraz  B. Kaya   《Ocean Engineering》2008,35(11-12):1075-1079

Many problems in mechanics can be solved by the use of the transfer matrix method. The use of this method in hydraulics engineering is not widespread and only limited studies are available. In this study, linearized St. Venant equations were used and the use of transfer matrix in ocean engineering was investigated for long waves in open channels, and numerical application was carried out. The results obtained through the transfer matrix method, which is quite easy to use, program and comprehend, showed similar results obtained from the characteristics method and finite differences method.  相似文献   

近岸波浪破碎区不规则波浪的数值模拟   总被引：2，自引：0，他引：2  

唐军  沈永明  崔雷  邱大洪 《海洋学报》2008,30(2):147-152

基于近岸不规则波浪传播的抛物型缓坡方程和两类波浪破碎能量损耗因子,对近岸波浪破碎区不规则波浪的波高分布进行了数值模拟,并结合实验结果对数值模拟结果进行了验证分析,结果表明采用两类波浪破碎能量损耗因子所模拟的破碎区波高与实测值均吻合良好,波浪破碎能量损耗因子及波浪破碎指标对破碎区波浪波高分布影响较明显。  相似文献   

港域波浪数学模型的改进与验证   总被引：2，自引：0，他引：2  

潘军宁  左其华  王登婷 《海洋工程》2008,26(2):34-43

通过物理模型对改进的港内波浪传播变形数学模型进行验证。该数学模型以推广的时变缓坡方程为控制方程,采用含松弛因子的ADI法求解,并对波浪反射和透射边界模拟方法进行改进。先通过物理模型试验确定斜向浪入射条件下抛石防波堤前的波浪反射系数,作为数学模型中部分反射边界模拟的依据。然后进行了一个典型港口内波浪折射、绕射和反射的模型试验,测量港内波浪分布。对比模型试验和数学模型计算的结果表明,数学模型可较好地模拟港内复杂地形和边界条件下规则波和不规则波的传播变形。  相似文献   

共线条件方程在建筑物比高求解中的应用          下载免费PDF全文

李二森  张保明  郭海涛  郑明清  徐安建  赵建超 《海洋测绘》2008,28(1):46-48

高度信息作为人工地物的重要属性信息,在军事和民用上都具有很高的利用价值。针对人工地物高度提取的发展现状及存在的主要问题,对单张航片利用共线条件方程确定人工地物比高方法的原理和技术进行了研究,并进行了实验,验证了方法的可行性。  相似文献   

Rossby waves with linear topography in barotropic fluids   总被引：1，自引：0，他引：1  

杨联贵  达朝究  宋建  张会琴  杨红丽  侯一筠 《中国海洋湖沼学报》2008,26(3):334-338

Rossby waves are the most important waves in the atmosphere and ocean, and are parts of a large-scale system in fluid. The theory and observation show that, they satisfy quasi-geostrophic and quasi-static equilibrium approximations. In this paper, solitary Rossby waves induced by linear topography in barotropic fluids with a shear flow are studied. In order to simplify the problem, the topography is taken as a linear function of latitude variable y, then employing a weakly nonlinear method and a perturbation method, a KdV （Korteweg-de Vries） equation describing evolution of the amplitude of solitary Rossby waves induced by linear topography is derived. The results show that the variation of linear topography can induce the solitary Rossby waves in barotropic fluids with a shear flow, and extend the classical geophysical theory of fluid dynamics.  相似文献   

Experimental investigation of tsunami bore impact pressure on a perforated seawall     

《Applied Ocean Research》2019

Catastrophic failures of many tsunami barriers along the affected coasts during the 2011 Tohoku earthquake tsunami has prompted extensive investigation into improving and revising design codes for tsunami defence structures. To date, researchers and coastal engineers are investigating to understand the failure mechanisms and to find solutions so that the structures merely remain intact in the extreme event such as tsunami. Thus, the present work is motivated to experimentally study tsunami-induced bore pressures exerted on vertical seawalls; a solid vertical wall and a porous vertical seawall that consisted of a perforated front wall and a solid rear wall. Bores with various heights and velocities were generated by using the dam-break method. A porous seawall with 20% porosity of perforated front wall was used in this study. Bore pressures exerted on the solid rear wall and chamber oscillations that occurred in the experiments were also discussed. The experimental results showed that multiple peak pressures were observed during bore run-up phase in the time series of bore impacts. A predictive equation to estimate the maximum bore pressure on a perforated seawall was developed using multiple regression analysis. The proposed equation was also compared with previous empirical formulas.  相似文献   

毛蚶天津群体形态性状对体质量的影响研究     

张超  李永仁  郭永军  梁健 《海洋通报》2019,38(4):400-404

为探讨形态性状对体质量的影响,指导毛蚶的选育,以毛蚶天津群体为研究对象,测量壳长、壳宽、壳高、体质量,并进行统计分析。结果表明,壳宽是体质量的主要影响因子,其与体质量的相关系数为0.953,直接作用为0.505,间接作用为0.448,壳长、壳高间接作用分别为0.483、0.480,综合决定系数为0.706 6。毛蚶体质量多元回归方程为Y=-40.8+0.438X1+1.124X2+0.469X3,R2=0.924;以壳宽为自变量,体质量回归方程为:Y=5.443×10-3X22.519,R2=0.937。  相似文献