Investigation of natural rock joint roughness     

《Computers and Geotechnics》2014

The paper provides a comprehensive review on rock joint roughness measurement and quantification procedures. Superiority of fractal based methods over JRC, statistical parameters and statistical functions in quantifying roughness is discussed in the paper. Two of the best fractal based methodologies available in the literature, the modified 2-D divider and variogram methods, are used to quantify natural rock joint roughness in 3-D and 2-D, respectively. The capability of these two methods in accurate quantification of natural rock joint roughness is shown in the paper by applying the procedures to four natural rock joints. A good comparison has been obtained from the values obtained through the two methods. Both these methodologies have two parameters to capture the stationary roughness. The fractal dimension captures the spatial auto correlation of roughness; the other parameter captures the amplitude of roughness. Anisotropic roughness has been studied by applying two other methodologies: (a) a triangular plate methodology and (b) a light source methodology to the same four natural rock joints. A reasonably good comparison has been obtained through the results of these two methodologies. All four roughness quantification methodologies can be applied to any size of sample covering from laboratory to field scales. The results of the triangular plate and light source methodologies provided possible sliding direction values (under the gravitational loading) close to that reported in the literature for the rough discontinuity planes used in the study.  相似文献   

1：5万激发极化法示范与推广     

陈兴贵 《西北地质》2010,43(2):184-189

新疆东天山地区处在成矿有利地带,面积大,地形平坦,交通方便,具有特殊的戈壁荒漠景观和特有的地电结构,适用于大功率的激电设备开展大面积的大极距的激电快速普查工作。通过试验选择了适宜东天山戈壁丘陵地区的中比例尺电法快速普查的方法和关键技术参数,明确了可解决的地质任务,形成了一整套比较系统完整的电法快速普查技术方案。通过总结土屋延东一带、白石湖一带、卡拉先格尔等地多金属成矿带1：5万激发极化法的示范成果,指出了该方法技术上可行,找矿成果明显,对在类似地区开展大比例尺电法普查提供了重要工作依据,在当前技术经济条件下值得在该地区推广使用。  相似文献   

大理岩规则齿形结构面剪切特性试验研究     

周辉  程广坦  朱勇  陈珺  卢景景  崔国建  杨聘卿 《岩土力学》2019,40(3):852-860

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Critical review on shear strength models for soil-infilled joints     

《Geomechanics and Geoengineering》2013,8(3):237-244

An infilled rock joint is likely to be the weakest plane in a rock mass. The presence of infill material within the joint significantly reduces the friction of the discontinuity boundaries (i.e. rock to rock contact of the joint walls). The thicker the infill, the smaller the shear strength of the rock joint. Once the infill reaches a critical thickness, the infill material governs the overall shear strength, and the joint walls (rock) play no significant role. Several models have been proposed to predict the peak shear strength of soil-infilled joints under both constant normal load (CNL) and constant normal stiffness (CNS) boundary conditions, taking into account the ratio of infill thickness (t) to the height of the joint wall asperity (a). CNS models provide a more realistic picture of the soil-infilled joint behaviour in the field. This paper presents a critical review on the existing mathematical models for predicting the shear strength of soil-infilled rock joint and verifies the normalised peak shear stress model with further laboratory investigations carried out on idealised saw-tooth rock joints at the University of Wollongong. Based on the prediction of the experimental data, the normalised peak shear stress model is slightly modified by the authors. A simplified approach for using this model in practice is presented and a new expression for prediction of dilatation at peak shear stress is suggested.  相似文献   

建立海洋平台管节点PSN曲线的贝叶斯方法     

王自力  张家新  朱安庆 《海洋工程》1999,17(3)

针对管节点疲劳试验的小样本特点,探讨了建立ＰＳＮ 曲线的贝叶斯方法。在贝叶斯方法中,ＰＳＮ曲线的统计参数作为随机变量处理,首先根据贝叶斯定理求出参数向量的后验概率密度,然后建立ＰＳＮ曲线的贝叶斯方程,最后再编程计算。算例表明,与传统的ＰＳＮ 曲线相比,贝叶斯ＰＳＮ 曲线更加安全可靠  相似文献   

Prediction of Static Strength of Tubular T and X Joints Subjected to Axial Compression     

Chen Tieyun  Liu Pu Wang Deyu Professor 《中国海洋工程》1994,(1)

-The formulation of ring analogy method for the prediction of static strength (ductile collapse) of tubular T, X joints under axial compression based on the limit analysis of the ring with some assumptions is presented in this papaer. The regression formula for the effective length of the chord based on test results is established by means of the least square method. The results computed by the present semi-analytic formula are compared with previous results and test data. They are quite close to each other. The accuracy of the present formula depends on the reasonable selection of the effective length of the chord, which requires numerous test data.  相似文献   

安全叠接管节点在低周循环载荷下的破坏模式研究     

秦飞  GHOWM 《海洋工程》2002,20(1):29-35

采用实验和数值模拟方法研究了一种新型海洋平台管节点在地震载荷下的响应和破坏情况。采用拟静态循环加载模拟地震载荷 ,对真实尺寸的试件进行实验 ,研究局部屈曲和裂纹等对管接点抗震性能的影响。能量分析表明 ,发生在斜支管中的局部屈曲消耗了大部分输入能量。与现在使用的N型管节点相比 ,该新型管节点有较好的抗震性能。采用有限元数值模拟方法分析比较了不同尺寸配置下 ,该型管节点的响应曲线  相似文献   

On zero-thickness interface elements for diffusion problems     

J. M. Segura  I. Carol 《国际地质力学数值与分析法杂志》2004,28(9):947-962

The present study focuses on the hydraulic behaviour of joints, and, specially, on its numerical implementation in terms of the FEM analysis using a discrete fracture flow approach. Fluid flow through discontinuities has traditionally been modelled using special elements of zero-thickness, which we can classify into single, double and triple-nodded. Single node elements are the simplest and consist of ‘line’ or ‘pipe’ elements which are superimposed onto the standard continuum mesh and that can only model the longitudinal conductivity through the discontinuity. On the other hand, some authors have included the influence of a transversal conductivity, and the subsequent localized potential drop, by using triple node interface elements. In those, the two nodes of the adjacent continuum elements represent the potentials in the pore system on each side of the interface, and a third node in the middle represents the average potential of the fluid in the channel represented by the discontinuity. Finally, double node interface elements have also been proposed, which have the advantage of making it possible to use the same FE mesh for both mechanical and flow analysis. In some cases the influence of a transversal conductivity is not considered and, therefore, although geometrically double-nodded, these elements belong to the single node type and when time comes to solve the system the two nodes must have the same potential, which can only be obtained by the ‘trick’ of prescribing the equivalence of these two d.o.f. before solving the global system of equations. This limitation may, however, be avoided by assuming that the potential in the channel is the average of the two sides of the interface. Based in this simple assumption, an alternative flow interface model has been recently developed and implemented, which preserves both longitudinal and transversal conductivities. An application example is developed and solved with the three types of interfaces described. The results offer useful information regarding the range of applicability and limitations of the new double-nodded interface element proposed. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Limit state model for R.C. bridge joints under seismic loading     

D. Timosidis  S. J. Pantazopoulou 《Bulletin of Earthquake Engineering》2007,5(3):391-423

Most of the available models of monolithic reinforced concrete joints under seismic action focus on estimation of cracking and ultimate shear strengths. Very few studies have been directed towards developing expressions for the associated joint deformations at the milestone response points so as to compose a limit-state model for joints that would be compatible with the emerging framework of deformation based seismic assessment and design methods. This objective is pursued in the present paper with particular emphasis on monolithic bridge joints. Deformation capacity at yielding and failure of joints is derived by establishing equilibrium and geometric compatibility of smeared stresses and strains, and satisfying material constitutive relationships. Expressions and model parameters are calibrated with the database of published bridge joint tests assembled from International literature, using statistical evaluation. From the mean values of the design parameters simplified equations for shear strength and ultimate shear strain of bridge joints are proposed.  相似文献   

不同加腋宽度下钢筋混凝土偏心节点的抗裂性能   总被引：1，自引：0，他引：1  

王静峰  孙捷 《世界地震工程》2004,20(4):67-70

通过五榀钢筋混凝土梁柱偏心节点试件在低周反复荷载下的试验研究，探讨了不同梁端水平加腋宽度对节点核芯区抗裂性能的影响，提出偏心节点抗裂度计算的建议公式。  相似文献