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81.
Summary A method of measuring ultrasonic wave properties in rocks during the complete stress-strain process is described. The relevant experimental laboratory study, to reveal the change of the amplitude spectrum parameters with strain (or stress) has been carried out. A preliminary study was conducted on the application of the ultrasonic measurement technique at a belt conveyor roadway of the north wing in Baodian coal mine, Shandong province. A borehole ultrasonic device with dry coupling was developed to provide better coupling and more accurate measurement data in comparison with those of a water coupled situation. Based on the interrelations between the complete stress-strain properties of specimens and their wave properties, the structural properties of surrounding rocks, the range of yield zones, and the change of stresses within the rocks surrounding a roadway which was subjected to mining influence of upper longwall face were analysed. Amplitude spectrum parameters were used to give a better prediction of the physico-mechanical state of the surrounding rocks. 相似文献
82.
The Fourier Integral Method: An efficient spectral method for simulation of random fields 总被引:4,自引:0,他引:4
The Fourier Integral Method (FIM) of spectral simulation, adapted to generate realizations of a random function in one, two, or three dimensions, is shown to be an efficient technique of non-conditional geostatistical simulation. The main contribution is the use of the fast Fourier transform for both numerical calculus of the density spectral function and as generator of random finite multidimensional sequences with imposed covariance. Results obtained with the FIM are compared with those obtained by other classic methods: Shinozuka and Jan Method in 1D and Turning Bands Method in 2D and 3D, the points for and against different methodologies are discussed. Moreover, with the FIM the simulation of nested structures, one of which can be a nugget effect and the simulation of both zonal and geometric anisotropy is straightforward. All steps taken to implement the FIM methodology are discussed. 相似文献
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86.
本文通过对桩的荷载传递和沉降分析,研判了桩的极限载荷的极限状态,并结合工程实例予以说明。根据文献提供的资料,建议桩的极限荷载宜采用S-logP法确定。 相似文献
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闾阳-海城-东沟剖面深地震波动力学特征初探 总被引:1,自引:0,他引:1
本文利用国内外有关深地震波动力学特征的研究方法,结合现有原始资料的实际条件,对闾阳-海城-东沟深地震测深剖面某些地段的主要波组的动力学特征进行了定性或半定量的分析与研究。在频谱分析,速度振幅的计算与相对理论振幅的对比等方面,获得了一些有益信息。为进一步合理解释深地震测深资料提供依据。 相似文献
89.
结构模糊随机可靠度的实用计算方法 总被引:15,自引:0,他引:15
本文以模糊随机变量为基本变量,定义了结构的模糊随机功能函数,分析了结构有效状态与失效状态之间的模糊性,建立了结构的模糊随机极限状态方程。利用序关系给出单失效模式结构的模糊安全准则,讨论了a-约束水平条件下单失效模式结构的失效概率、可靠度及可靠指标,进而得出结构的模糊随机失效概率、模糊随机可靠度及模糊可靠指标等。本文给出的具体计算方法和目前设计规范中彩的方法是相对应的。 相似文献
90.
Centrifuge Modeling of Rock Slopes Susceptible to Block Toppling 总被引:2,自引:0,他引:2
Summary This paper presents the results of centrifuge tests that were aimed at validating the Goodman-Bray method for rock slope toppling
analysis. The Goodman-Bray method was extended by the authors to accommodate non-persistent basal planes of rock columns.
Two gypsum column models, with and without anchors were used to represent the failure modes. Measured critical centrifuge
accelerations were in agreement with the results obtained from numerical modeling. A background of the toppling slope failures
associated with a large hydropower project in China instigated the need for the centrifuge study. The centrifuge model tests
used an artificial rock. The observed failure mode did not follow a straight failure plane as proposed by Goodman and Bray.
The failures revealed a bi-planar slip surface with a deep-seated portion near the toe of the slope. The outcomes of the centrifuge
tests illustrated the need to search for the critical failure surface when performing a toppling analysis. The search technique
is similar to that usually performed in a conventional sliding analysis. 相似文献