考虑桩-土体系渐进破坏的单桩承载特性研究   总被引：1，自引：0，他引：1  

林春金  张乾青  梁发云 《岩土力学》2014,35(4):1131-1140

针对目前桩基承载特性确定时未考虑桩-土体系渐进变形过程的现状,采用现场试验和理论分析等手段对考虑桩-土体系渐进破坏的单桩承载特性展开研究。首先,利用现场试验数据对侧阻和端阻的软化特性展开深入探讨,提出了侧阻和端阻软化模型,明确了模型中各参数取值方法,并验证了其合理性。同时,根据提出的侧阻和端阻软化模型,建立了一种可考虑桩-土体系渐进破坏的单桩承载特性的迭代算法。算例分析表明,计算获得的破坏性单桩承载特性与实测值有较好的一致性,且可反映侧阻和端阻的破坏特性。实际工程中,结合单桩承载特性分析算法,可根据单桩的实际受力特点灵活选用不同形式的侧阻和端阻荷载传递函数来分析不同桩顶荷载水平下的单桩受力特性。  相似文献   

Approximate analytical and numerical solutions for radial non‐Darcian flow to a well in a leaky aquifer with wellbore storage and skin effect     

Zhang Wen  Quanrong Wang 《国际地质力学数值与分析法杂志》2013,37(11):1453-1469

This study investigated non‐Darcian flow to a well in a leaky aquifer considering wellbore storage and a finite‐thickness skin. The non‐Darcian flow is described by the Izbash equation. We have used a linearization procedure associated with the Laplace transform to solve such a non‐Darcian flow model. Besides, the Stehfest method has been used to invert the Laplace domain solutions for the drawdowns. We further analyzed the drawdowns inside the well for different cases. The results indicated that a smaller B_D results in a smaller drawdown at late times and the leakage has little effect on the drawdown inside the well at early times, where B_D is a dimensionless parameter reflecting the leakage. We have also found that the flow for the negative skin case approaches the steady‐state earlier than that for the positive skin. In addition, the drawdown inside the well with a positive skin is larger than that without skin effect at late times, and a larger thickness of the skin results in a greater drawdown inside the well at late times for the positive skin case. A reverse result has been found for the negative skin case. Finally, we have developed a finite‐difference solution for such a non‐Darcian flow model and compared the numerical solution with the approximate analytical solution. It has been shown that the linearization procedure works very well for such a non‐Darcian flow model at late times, and it underestimates the drawdowns at early times. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Stresses due to vertical subsurface loading for an inhomogeneous cross‐anisotropic half‐space     

Cheng-Der Wang  Ernian Pan 《国际地质力学数值与分析法杂志》2004,28(12):1233-1255

In this article, we present the solutions for the stresses induced by four different loads associated with an axially loaded pile in a continuously inhomogeneous cross‐anisotropic half‐space. The planes of cross‐anisotropy are parallel to the horizontal surface of the half‐space, and the Young's and shear moduli are assumed to vary exponentially with depth. The four loading types are: an embedded point load for an end‐bearing pile, uniform skin friction, linear variation of skin friction, and non‐linear parabolic variation of skin friction for a friction pile. The solutions for the stresses due to the pile load are expressed in terms of the Hankel integral and are obtained from the point load solutions of the same inhomogeneous cross‐anisotropic half‐space which were derived recently by the authors (Int. J. Rock Mech. Min. Sci. 2003; 40 (5):667–685). A numerical procedure is proposed to carry out the integral. For the special case of homogeneous isotropic and cross‐anisotropic half‐space, the stresses predicted by the numerical procedure agree well with the solutions of Geddes and Wang (Geotechnique 1966; 16 (3):231–255; Soils Found. 2003; 43 (5):41–52). An illustrative example is also given to investigate the effect of soil inhomogeneity, the type and degree of soil anisotropy, and the four different loading types on the vertical normal stress. The presented solutions are more realistic in simulating the actual stratum of loading problem in many areas of engineering practice. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

A hybrid Bayesian back‐propagation neural network approach to multivariate modelling     

C. G. Chua  A. T. C. Goh 《国际地质力学数值与分析法杂志》2003,27(8):651-667

There is growing interest in the use of back‐propagation neural networks to model non‐linear multivariate problems in geotehnical engineering. To overcome the shortcomings of the conventional back‐propagation neural network, such as overfitting, where the neural network learns the spurious details and noise in the training examples, a hybrid back‐propagation algorithm has been developed. The method utilizes the genetic algorithms search technique and the Bayesian neural network methodology. The genetic algorithms enhance the stochastic search to locate the global minima for the neural network model. The Bayesian inference procedures essentially provide better generalization and a statistical approach to deal with data uncertainty in comparison with the conventional back‐propagation. The uncertainty of data can be indicated using error bars. Two examples are presented to demonstrate the convergence and generalization capabilities of this hybrid algorithm. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

嵌岩桩负摩阻力现场试验与计算方法研究     

吴爽爽  胡新丽  章涵  周昌  龚辉 《岩土力学》2019,40(9):3610-3617

桩-土剪切位移对桩基负摩阻力发展有重要的影响。在既有研究的基础上,通过桩周土体沉降与桩身应变的监测结果建立了计算桩-土剪切位移量的方法。利用该方法对浅中层桩-土监测数据进行分析,确定了在桩顶自由条件下该试验场地桩-土剪切位移量在4~5 mm;对于深层桩-土没有达到该剪切位移量,负摩阻力则无法发挥至极值。根据负摩阻力的发挥特征,改进了规范中嵌岩桩负摩阻力的计算方法,该方法同时考虑了桩周土竖向有效应力与桩土剪切位移的影响。使用该方法计算的负摩阻力与实测结果较为吻合,获得的下拉荷载能够达到安全与经济的效果,可供工程设计参考、借鉴。  相似文献   

Diseases and parasites of Baltic cod (Gadus morhua) from the Mecklenburg Bight to the Estonian coast     

Mellergaard  S.; Lang  T. 《ICES Journal of Marine Science》1999,56(2):164-168

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Recovery of atypical Aeromonas salmonicida from ulcerated fish from the Baltic Sea     

Wiklund  T.; Tabolina  I.; Bezgachina  T. V. 《ICES Journal of Marine Science》1999,56(2):175-179

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不同堆载形式对群桩负摩阻力的影响     

马学宁  付江  王军  王旭 《岩土力学》2018,39(10):3531-3538

在既有桥墩桩基础周围土体堆载时,会引起土体的沉降和侧向变形,进而在桩身产生负摩阻力,对桩基变形及承载性能有很大影响。为研究围载和单侧边载作用下群桩中不同位置桩基的受力差异,以3×3群桩基础为研究对象,进行围载和单侧边载作用下的模型试验,分析了不同位置桩基轴力、侧摩阻力、中性点位置和基桩承载力安全系数等的变化规律及差异。研究结果表明：围载工况下,角桩的轴力、侧摩阻力最大,边桩次之,中心桩最小;中性点位置角桩最深,边桩略高,中心桩距桩顶最近。边载工况下,靠近边载侧和中间一排桩基轴力、侧摩阻力与围载时的变化规律类似,远离边载侧的一排桩基受边载影响较小,无负摩阻力;各桩基中性点位置变化规律类似于围载工况。与围载工况相比,边载时同一位置桩身轴力、负摩阻力均较小,中性点位置较高。与单侧边载工况相比,围载时各基桩承载力安全系数FS均较小且随荷载的增大衰减梯度较大。该研究成果为不同堆载形式下群桩基础的设计提供参考。  相似文献   

Calculation and analysis of negative skin of monopile applied for offshore wind turbine     

Lu Ma 《Marine Georesources & Geotechnology》2017,35(2):275-280

Monopiles are considered to be as a kind of viable foundation types for offshore wind turbines. The effect of negative skin friction on pile foundation is always an important problem. There are very important theoretical and practical significance to study the distribution law of negative skin friction and the calculation method. Based on the special stratum, the stress and strain of the monopile and soil are simplified, and the improved Kezdi’s double-broken-line model is adopted. The analytical solution of negative skin friction of monopile is deduced according to the degree of skin friction. An engineering case was analyzed by the method, and the calculated results agree well with the measured data. The calculation method proposed can accurately describe the range of the monopile skin frictional distribution and the position of the neutral point, and it is simple and convenient to calculate, that is also a feasible method for calculating the negative skin friction of monopile of offshore wind turbines in practical engineering.  相似文献   

接地导线源电磁场全域有效趋肤深度   总被引：3，自引：2，他引：1       下载免费PDF全文

陈卫营  薛国强 《地球物理学报》2014,57(7):2314-2320

为了更好地推进广域电磁法的发展和应用,本文以接地长导线源为例,研究了可控源电磁场全场域的有效趋肤深度.利用频域电偶极源在均匀半空间产生电磁场的闭合表达式,计算了不同电磁场分量定义的有效趋肤深度,并讨论了在不同频率、不同偏移距、不同电导率情况下,有效趋肤深度的变化特性.根据有效趋肤深度随偏移距的变化特征以及与平面波趋肤深度之间的关系,利用多项式拟合的办法在五个不同频率范围内给出了适用于全场域的有效趋肤深度快速估算公式.研究结果表明：不同分量定义的有效趋肤深度是不同的,但是它们随偏移距、频率、电导率等参数的变化趋势是类似的,而且在一定范围内都趋近于平面波趋肤深度.理论模型的研究表明,有效趋肤深度可以作为测量参数选取和数据解释工作的参考依据.  相似文献