影响水泥土波速的因素     

孟杰武  桂林等 《上海国土资源》1998,(1):40-45

从水泥掺入比、养护龄期、含水量和土质四个方面,结合实测结果和试验结果分别分析了这些因素对水泥土波速的影响,对于改进工程检测有一定意义。  相似文献   

2015年广西区北部超高压输电线路一次连续覆冰事件的天气学特征     

王奇  张厚荣  宗莲  苏浩辉  杨元建  高志球 《热带气象学报》2021,37(4):579-589

广西区是我国南方电网西电东送输电的重要通道, 2015年1月26日—2月8日期间广西区北部桂林地区发生了一次大范围超高压输电线路的连续覆冰事件, 其最大覆冰厚度可达24.83 mm。利用ERA5再分析资料和气象观测资料结合南方电网超高压输电线路覆冰观测资料, 从天气形势、温湿垂直层结、局地气象要素以及大气环流指数等方面综合分析了此次电线覆冰的天气学成因。结果表明, 东亚大槽偏强, 阻塞高压引导脊前偏北气流南下, 冷空气入境与西太平洋副热带高压带来的暖湿气流汇合, 在北方寒潮与南方水汽的共同作用下, 地处高海拔的输电线塔杆易出现覆冰。冷暖气团在桂林北部山区上空相互对峙形成准静止锋时出现两种覆冰变化特征: 当冷空气强盛且水汽充沛时, 过冷却雨滴冻结或者雾滴凝华形成电线积冰; 而在暖气团主导下电线覆冰则自然融化。准静止锋的锋区移动在很大程度上影响着电线的覆冰增长过程, 特别地, 冷暖空气的交替主导是电线反复积冰的主要原因。   相似文献   

基于K-Means算法的架空输电线路载流量计算     

林锦荣  武云发  廖如超  陈郑淦哲 《南京气象学院学报》2021,13(1):73-78

针对边界条件取值过于保守导致架空输电线路载流量过小而无法充分发挥输电线路的载流能力的问题,本文提出了一种基于K-Means算法的架空输电线路载流量计算方法.首先对历史气象数据进行统计分析,然后根据每月气象数据的相似性,使用K-Means算法划分时段,并选取各时段最为合适的边界条件,最后基于选定的边界条件使用摩根公式进行仿真计算.通过这种方法,可以在保证线路运行安全的条件下挖掘输电线路的隐性输送能力.  相似文献   

Three‐phase medium model for filled rock joint and interaction with stress waves     

G. W. Ma  J. C. Li  J. Zhao 《国际地质力学数值与分析法杂志》2011,35(1):97-110

A three‐phase medium model is proposed in describing the dynamic property of filled rock joints and an analytical study on longitudinal wave transmission normally across a three‐phase rock joint is presented. Parameters in the three‐phase medium model were determined by a series of modified split Hopkinson pressure bar (SHPB) tests, where a sand or clay layer was used to represent an artificially filled rock joint. The effect of the unloading path on the transmitted wave was discussed by comparing the analytical and SHPB test results. The derived wave transmission coefficients across the filled joint agreed very well with those from the test results. Both the analytical and the test results showed that the wave transmission coefficients were affected by the mechanical properties of the fillings. Parametric studies with respect to the volume ratios of water and air in the three‐phase medium and the type of filling material have also been performed. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Dynamic responses of a pile embedded in a layered poroelastic half‐space to harmonic lateral loads     

Bin Xu  Jian‐Fei Lu  Jian‐Hua Wang 《国际地质力学数值与分析法杂志》2010,34(5):493-515

A single pile embedded in a layered poroelastic half‐space subjected to a harmonic lateral load is investigated in this study. Based on Biot's theory, the frequency domain fundamental solution for a horizontal circular patch load applied in the layered poroelastic half‐space is derived via the transmission and reflection matrices method. Utilizing Muki and Sternberg's method, the second kind of Fredholm integral equation describing the dynamic interaction between the layered half‐space and the pile subjected to a top harmonic lateral load is constructed. The proposed methodology is validated by comparing results of this paper with some existing results. Numerical results show that for a two‐layered half‐space, the thickness of the upper softer layer has pronounced influences on the dynamic response of the pile and the half‐space. For a three‐layered half‐space, the presence of a softer middle layer in the layered half‐space will enhance the compliance for the pile significantly, while a stiffer middle layer will diminish the dynamic compliance of the pile considerably. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Combined paraxial-consistent boundary conditions finite element model for simulating wave propagation in elastic half-space media     

《Soil Dynamics and Earthquake Engineering》2015

In this paper, a finite element model of a soil island is coupled to both a consistent transmitting boundary and a paraxial boundary, which are then used to model the propagation of waves in semi-infinite elastic layered media. The formulation is carried out in the frequency domain while assuming plane strain conditions. It is known that a discrete model of this type, while providing excellent results for a wide range of physical parameters in the context of a half-space problem, may deteriorate rapidly at low frequencies of excitation. This is so because at low frequencies the various waves in the model eventually attain characteristic wavelengths which exceed the distance of the bottom boundary, which then causes that boundary to fail. Also, the paraxial boundaries themselves break down at very low frequencies. In this paper, this difficulty is overcome and the model׳s performance is improved upon dramatically by incorporating an artificial buffer layer sandwiched between the bottom of the soil medium and the underlying elastic half-space. Applications dealing with rigid foundations resting on homogenous or layered half-space media are shown to exhibit significant improvement. Following extensive simulations, clear guidelines are provided on the performance of the coupled model and an interpretation is given on the engineering significance of the findings. Finally, clear recommendations are provided for the practical use of the proposed modelling strategy.  相似文献   

Propagation of oblique waves over small bottom undulation in an ice-covered two-layer fluid     

S. Mohapatra 《地球物理与天体物理流体动力学》2013,107(5):347-374

Scattering of oblique incident waves by small bottom undulation in a two-layer fluid, where the upper layer has a thin ice-cover while the lower one has the undulation, is investigated within the framework of linearized water wave theory. The ice-cover is being modeled as an elastic plate of very small thickness. There exist two modes of time-harmonic waves–one with lower wave number propagating along the ice-cover (ice-cover mode) and the other with higher wave number along the interface (interfacial mode). A perturbation analysis is employed to solve the corresponding boundary value problem governed by modified Helmholtz equation and thereby evaluating the reflection and transmission coefficients approximately up to first order for both modes. A patch of sinusoidal ripples, having two different wave numbers over two consecutive stretches, is considered as an example and the related coefficients are determined. It is observed that when the wave is incident on the ice-cover surface we always find energy transfer to the interface, but for interfacial incident waves there are parameter ranges for which no energy transfer to the ice-cover surface is possible. Also it is observed that for small angles of incidence, the reflected energy is more as compared to the other angles of incidence. These results are demonstrated in graphical form. From the derived results, the solutions for problems with free surface can be obtained as particular cases.  相似文献   

Experimental Researches on Reflective and Transmitting Performances of Quarter Circular Breakwater Under Regular and Irregular Waves     

史艳娇  吴米玲  蒋学炼  李炎保 《中国海洋工程》2011,(3)

A series of regular and irregular wave experiments are conducted to study the reflective and transmitting performances of quarter circular breakwater (QCB) in comparison with those of semi-circular breakwater (SCB). Based on regular wave tests, the reflection and transmission characteristics of QCB are analyzed and a few influencing factors are investigated. Then, the wave energy dissipation as wave passing over the breakwater is discussed based on the hydraulic coefficients of QCB and SCB. In irregular wav...  相似文献   

Oblique surface wave propagation over a small undulation on the bottom of an ocean     

S. C. Martha 《地球物理与天体物理流体动力学》2013,107(2):65-80

The problem of oblique water wave diffraction by small undulation of the bottom of a laterally unbounded ocean is considered using linear water wave theory. A perturbation analysis is employed to obtain the velocity potential, the reflection and the transmission coefficients up to the first order in terms of integrals involving the shape functions c(x) representing the bottom undulation. Finite cosine transform is used to find the first order potential, and this potential is utilised in obtaining the first order reflection and transmission coefficients. Some particular forms of the shape function representing an exponentially damped undulation, a single hump and a patch of sinusoidal ripples are considered and the integrals for the reflection and transmission coefficients are evaluated. For the exponentially damped undulation, it is observed that the reflection ceases much before transmission while for the single hump, reflection and transmission go hand in hand up to a certain value of the wavenumber, after which they vanish. For the patch of sinusoidal ripples having the same wavenumber, the reflection coefficient up to the first order is found to be an oscillatory function in the quotient of twice the component of the wavenumber along x-axis and the ripple wavenumber. When this quotient becomes one, the theory predicts a resonant interaction between the bed and free surface, and the reflection coefficient becomes a multiple of the number of ripples. High reflection of the incident wave energy occurs if this number is large. Also, when a patch of ripples having different wavenumbers is considered the same result follows. Known results for the normal incidence are recovered as special cases for the patch of sinusoidal ripples. The theoretical observations are shown computationally.  相似文献   

川气东送管道工程沿线地质灾害及防治对策分析     

方浩 《中国地质灾害与防治学报》2012,23(3):46-50

川气东送管道工程是国家跨区域重大天然气管网工程,路线全长1559km。管道沿线地质环境条件复杂,地质灾害异常发育。笔者在对沿线地质灾害调查的基础上,开展了地质灾害危险性评估,并提出了具体的对策建议,主要取得了以下认识：1）川气东送管道沿线地貌类型众多、活动构造复杂、岩土体工程地质条件及水文地质条件差异较大,人类工程活动强烈,地质灾害异常发育。2）研究区突发性地质灾害与缓变性地质灾害并存,共发育隐患点260处,其中崩塌88处、潜在不稳定斜坡74处、滑坡52处、地面沉降36处、泥石流10处。3）地质灾害危险性大的地质灾害点共16处,危险性中等的9处,其余为危险性较小的地质灾害隐患点。4）提出了各类地质灾害点的防治对策建议,为管道工程沿线地质环境安全提供了基础地质依据。  相似文献