共查询到20条相似文献，搜索用时 468 毫秒
1.
Pile drivability is a key problem during the stage of design and construction installation of pile foundations. The solution to the one dimensional wave equation was used to determine the impact force at the top of a concrete pile for a given ram mass, cushion stiffness, and pile impedance. The kinematic equation of pile toe was established and solved based on wave equation theory. The movements of the pile top and pile toe were presented, which clearly showed the dynamic displacement, including rebound and penetration of pile top and toe. A parametric study was made with a full range of practical values of ram weight, cushion stiffness, dropheight, and pile impedance. Suggestions for optimizing the parameters were also presented. Comparisons between the results obtained by the present solution and in-situ measurements indicated the reliability and validity of the method. 相似文献
2.
陈国周林智勇林文彬 《福建工程学院学报》2019,(6):518-523
针对水平受荷桩刚度系数的传统计算公式复杂、计算量大的缺点,使用桩顶嵌固的边界条件推导出水平受荷桩刚度系数新的表达式。采用幂级数证明了新解法与传统方法是等价的,并通过算例验证了两种方法得到的刚度系数是相同的。对刚度系数的影响因素分析表明,桩径对刚度系数影响较大,其中水平刚度系数近似按桩径的两次方进行增长,转动刚度系数近似按桩径的三次方进行增长。土体m值对刚度系数也有一定的影响,其中水平刚度系数按m值的0.6次幂进行增长,转动刚度系数按m值的0.4次幂进行增长。 相似文献
3.
平面体波在各向异性媒质中的传播 总被引：1，自引：0，他引：1
Combining the linear transformation and the solution technique for the cubic equation,a general closed-form analyti solution for bulk waves in orthotropic anisotropic materials is obtained.This method is straightforward and general.Degenerated cases include transversely isotropic,cubic,and isotropic materials.Numerical computations are carried out on a fiber-reinforced composite plate modeled as a transversely isotropic media.The fibers are parallel to the top and bottom surfaces of the plate ,and they are rotated counterclockwise around the plate normal through different angles.The two-dimensional slowness curves corresponding to different rotations are presented graphically.The wave propagation characteristics displayed in slowness surfaces for different fiber orientation are analyzed. 相似文献
4.
林东 《海南师范学院学报》2005,18(3):230-232,242
以kdV方程为模型,利用有限谱方法构造数值计算格式,检验有限谱法计算含有色散项的非线性方程的精度,并对孤立波的演化及孤立波的碰撞进行了数值模拟,结果说明有限谱数值格式能较准确地模拟孤立波的行为.同时,把有限谱数值格式的计算结果同解析解进行对比,结果表明有限谱法具有较高的精度. 相似文献
5.
Bearing Capacity of Mixed Pile with Stiffness Core 总被引：3，自引：0，他引：3
To study load transfer mechanism and bearing capacity of a mixed pile with stiffness core (MPSC), which is formed by inserting a precast reinforced concrete pile (PRCP), in-situ tests involving MPSCs with different lengths, diameters, water cement ratios and PRCPs, cement mixed piles, and drilling hole piles, were carried out. Limit bearing capacities, load-settlement curves and stress distribution of MPSCs and mixed piles were obtained. The load transfer between cement soil and PRCP was analyzed by finite element method (FEM). Test results and FEM analysis show that an MPSC has fully utilized the big friction from a cement mixed pile and the high compressive strength from a PRCP which transfers outer top load into the inner cement soil, and that inserting a PRCP into a mixed pile changes the stress distribution of a mixed pile and improves frictional resistance between a mixed pile and soil. The length and the section area on PRCP of an MPSC both have an optimum value. Adopting MPSC is effective in improving the bearing capacity of soft soil ground. 相似文献
6.
The ring-shaped oscillator potential, obtained by replacing the Coulomb part of the Hartmann potential by a harmonic oscillator term, was investigated. Under the equal vector potential and scalar potential, the Dirac equation was solved in spherical coordinate. The exact energy spectrum of the bound states was presented as a solution to the confluent hypergeometric equation by boundary conditions. Furthermore, the normalized angular and radial wave functions were presented. 相似文献
7.
复合载体夯扩桩是近几年新兴的一种桩型,在地基处理中已经得到大量应用。通过对湖北某教学楼工程加固后复合载体夯扩桩进行试验和监测,来评价分析复合载体夯扩桩加固效果,从而对复合载体夯扩桩以下几个方面做了研究：夯扩桩加固机理、桩土一起作用特性、夯扩桩破坏模式和工程性质等方面。从而在探究中发现,通过采用复合载体夯扩桩加固后与传统桩地基处理效果对比分析表明,前者具有更高的操作性与良好的经济效益性。 相似文献
8.
超长钻孔灌注群桩承载特性的实验研究和数值分析 总被引：1，自引：0，他引：1
采用离心机模型试验和三维有限元模型对天兴洲大桥的超长嵌岩钻孔灌注群桩进行了分析.离心机试验中,根据相似理论,不同的原型材料用不同的指标进行模拟,细砂、桩身、承台分别以天然密度、抗压刚度、抗弯刚度作为指标进行模拟.对土体未开挖阶段、钻孔阶段、混凝土灌注阶段和养护阶段的应力场进行了详细的讨论,并应用ANSYS进行了分析.根据2种方法得到的结果,从荷载沉降曲线、桩身轴力分布和侧向摩阻分布等方面,对比分析了加载和卸载条件下超长钻孔群桩的承载特性.结果表明,有限元计算模型与离心机试验模型沉降观测的结果吻合得很好;桩顶反力的分布规律复杂,与承台的自身刚度、相应的假定和分析方法有关;轴力随着深度先稍微增加,后逐渐减少,并且在岩层中减少的速度远比砂土中快. 相似文献
9.
王虎妹 《天津职业院校联合学报》2013,15(2):21-26
复合载体夯扩桩是一种地基处理的新工法,具有承载力高、变形小的特点。文章结合工程实际,介绍了该桩的施工工艺、承载特点及检测效果。实践证明,复合载体夯扩桩可大幅度提高桩基承载能力和减少地基沉降,具有明显的经济效益和广泛的应用前景,是一项值得大力推广的技术。 相似文献
10.
In this paper,a model named fictitious soil pile was introduced to solve the boundary coupled problem at the pile tip.In the model,the soil column between pile tip and bedrock was treated as a fictitious pile,which has the same properties as the local soil.The tip of the fictitious soil pile was assumed to rest on a rigid rock and no tip movement was allowed.In combination with the plane strain theory,the analytical solutions of vertical vibration response of piles in a frequency domain and the corresponding semi-analytical solutions in a time domain were obtained using the Laplace transforms and inverse Fourier transforms.A parametric study of pile response at the pile tip and head showed that the thickness and layering of the stratum between pile tip and bedrock have a significant influence on the complex impedances.Finally,two applications of the analytical model were presented.One is to identify the defects of the pile shaft,in which the proposed model was proved to be accurate to identify the location as well as the length of pile defects.Another application of the model is to identify the sediment thickness under the pile tip.The results showed that the sediment can lead to the decrease of the pile stiffness and increase of the damping,especially when the pile is under a low frequency load. 相似文献
11.
In this paper,a model named fictitious soil pile was introduced to solve the boundary coupled problem at the pile tip.In the model,the soil column between pile tip and bedrock was treated as a fictitious pile,which has the same properties as the local soil.The tip of the fictitious soil pile was assumed to rest on a rigid rock and no tip movement was allowed.In combination with the plane strain theory,the analytical solutions of vertical vibration response of piles in a frequency domain and the corresponding semi-analytical solutions in a time domain were obtained using the Laplace transforms and inverse Fourier transforms.A parametric study of pile response at the pile tip and head showed that the thickness and layering of the stratum between pile tip and bedrock have a significant influence on the complex impedances.Finally,two applications of the analytical model were presented.One is to identify the defects of the pile shaft,in which the proposed model was proved to be accurate to identify the location as well as the length of pile defects.Another application of the model is to identify the sediment thickness under the pile tip.The results showed that the sediment can lead to the decrease of the pile stiffness and increase of the damping,especially when the pile is under a low frequency load. 相似文献
12.
This paper presents a method to determine driving resistance with rebound of pile-top during pile driving. The soil around
the pile shaft is assumed to be rigid-plastic, while that under the pile-tip is assumed to be ideally elastoplastic. The driving
force acting on the pile-top is simplified to a triangular impact force. The kinematic equation of the pile-tip is established.
From the one-dimensional wave equation, the movements of the pile-tip and pile-top are determined. The rebound at the pile-top
can be written in a very concise form. It is shown that the shaft resistance makes the rebound at the pile-top decrease. In
particular, when the pile is very long or the soil around the pile is very stiff, the decrease is very obvious. 相似文献
13.
14.
ＩＮＴＲＯＤＵＣＴＩＯＮＩｔｈａｄｂｅｅｎｒｅｃｏｇｎｉｚｅｄｔｈａｔｄｕｒｉｎｇｐｉｌｅｄｒｉｖ ｉｎｇｔｈｅｒｅｂｏｕｎｄｏｆａｐｉｌｅ ｔｏｐｇｉｖｅｓｍｏｒｅｉｎｆｏｒｍａ ｔｉｏｎａｂｏｕｔｒｅｓｉｓｔａｎｃｅｔｈａｎｔｈｅｐｅｎｅｔｒａｔｉｏｎ (Ｃｈｅｎｅｔａｌ.,1 996;Ｃｈｅｎｅｔａｌ.,1 997;Ｕｔｏｅｔａｌ.,1 992 ) .ＴｈｅｄｅｖｅｌｏｐｍｅｎｔｏｆｔｈｅｔｈｅｏｒｅｔｉｃａｌｍｏｄｅｌｏｆｔｈｅｐｏｉｎｔｒｅｓｉｓｔａｎｃｅｏｂｔａｉｎｅｄｆｒｏｍＰＤ ａｎｄＰＤＡ ｍｅａｓｕｒｅｍｅｎ… 相似文献
15.
李向正 《安徽教育学院学报》2011,29(3):1-3
本文以连结尖点的同宿轨对应的钟状代数孤波解为研究对象,以修正的Benjamin-Bona-Mahoney（简称mBBM）方程为例,利用平面动力系统知识,分析了其代数孤波解出现的条件,提出了求解的新方法,称之为代数孤波解解法,获得了方程的代数孤波解.以往对这种解的关注很少,因而对这种解及其解法的研究具有一定的创新性。 相似文献
16.
霍立平 《辽宁科技学院学报》2014,(1):29-30,45
文章分析石粉CFG桩在公路中应用,阐述了石粉CFG桩复合地基设计,介绍石粉CFG桩设计长度、桩径、桩间距、桩身强度、桩身材料、褥垫层及布桩形式、单桩及复合地基承载力,通过施工及质量检测达到了设计标准,为石粉CFG桩施工提供一定参考。 相似文献
17.
考虑水流等作用建立桩-承台固端连接的高承台桩基础力学模型,分析并列出模型的边界条件和连续性条件,对力学模型进行求解得到问题的解析解答。结合工程算例,对文中的解答进行工程应用验证,对高承台桩在水平荷载作用下的水平位移和基于上述解答桩体内力分布计算结果进行分析。 相似文献
18.
耿森林 《渭南师范学院学报》2014,(11):16-20
研究了一维情况下,光激励液体辐射光声波的特性．通过解声压波动方程,得到光激励流体辐射产生的光声波的时间函数,研究了空间热函数与时间6函数乘积所描绘的热沉积产生的超声波情况．结果表明：热的空间沉积形式直接描绘光声波的时间图像,对于脉冲宽度比声波通过声源的时间长的激光来说,光声波形也是与激光脉冲时间图形相称的,同时,也导出了具有任意空间函数辐射源的多级辐射表达式． 相似文献
19.
20.
A flap-type wave energy converter (WEC) is combined with a nearshore breakwater to expand the application of WECs both economically and environmentally. Based on the linear potential theory, an eigenfunction expansion solution is developed for a periodic row of bottom-hinged flap-type WECs exposed to normal waves. Additionally, the viscous effect is considered using the ship rolling solution method with a viscous damping term included in the equation of motion, and the viscous damping expression is also described. The proposed solution is verified by comparison with published literatures. The results including the wave energy conversion efficiency, the reflected and transmitted proportion of the incident wave energy are presented for a range of wave periods and geometric ratios. It is demonstrated that better wave protection effects can be attained with smaller gaps between the WECs, where the transmitted proportion of the incident wave energy is lower. An optimal geometric ratio thus exists for a given wave power absorption and a specific wave period. 相似文献