高密度电法测量系统作常规联合剖面的研究     

龚道平 《华东地质学院学报》2002,25(3):233-236,270

研究了运用高密度电法观测系统作常规电法联合剖面的野外工作方法及数据整理过程，运用高密度电法观测系统，将高密度电法测量与常规联合剖面测量同时进行，有利于对异常体作分析解释。  相似文献   

××地块水泥土室内配合比试验   总被引：1，自引：0，他引：1  

方忠友 《上海国土资源》2002,(1):34-35

针对目前国内外水泥土强度测定的试验方法,还未形成规范操作的情况下,该文主要从室内试验的角度,阐述了水 泥土试验的目的、试验设备、试样的制备以及试验的方法,从而确定出最佳的水泥掺入比,同时对水泥土与原状土的 物理力学性质以及水泥土的强度增长机理作初步的探讨。  相似文献   

上海市磁悬浮轨道交通线工程岩土工程概况     

辛伟 《上海国土资源》2002,(3):14-18

文章概述了上海市磁县浮轨道交通工程，并对工程沿线的岩土工程特性作了简要的分析评价。  相似文献   

剪切带倾角尺度律与局部化启动跳跃稳定研究   总被引：9，自引：5，他引：9  

王学滨  潘一山 《岩土力学》2002,23(4):446-449

研究了剪切带倾角是如何依赖于岩样高度以及剪切带的不稳定性。建立了准脆性材料试件剪切带倾角尺度效应模型,得到了剪切带倾角尺度效应的解析解,且与实验结果比较相符。研究结果表明:剪切带倾角随着试件高度的增加而增加,但其增加幅逐渐减缓,最终趋于稳定值。笔者还对剪应变局部化启动、跳跃和稳定进行了理论分析,解释了实验所观测到的剪切带跳跃现象和砂岩岩样应变局部化较煤样滞后的原因。剪应变局部化是否发生跳跃,关键取决于全程应力-应变曲线软化段是否存在拐点。对于没有拐点的情形,宏观剪切带图案不跳跃。局部化是导致准脆性材料试件剪切带倾角尺度效应的原因。  相似文献   

Thematic mapping from remotely sensed data with neural networks: MLP, RBF and PNN based approaches     

Giles M. Foody 《Journal of Geographical Systems》2001,3(3):217-232

 Neural networks are attractive tools for the derivation of thematic maps from remotely sensed data. Most attention has focused on the multilayer perceptron (MLP) network but other network types are available and have different properties that may sometimes be more appropriate for some applications. Here a MLP, radial basis function (RBF) and probabilistic neural network (PNN) were used to classify remotely sensed data of an agricultural site. The accuracy of these classifications ranged from 86.25–91.25%. The accuracy of the PNN classification could be increased through the incorporation of prior probabilities of class membership but the accuracy of each classification could also be degraded by the presence of an untrained class. Post-classification analyses, however, could be used to identify potentially misclassified cases, including those belonging to an untrained class, to increase accuracy. The effect of the post-classification analysis on the accuracy of the classification derived from each of the three network types investigated differed and it is suggested that network type be selected carefully to meet the requirements of the application in-hand. Received: 23 March 2000 / Accepted: 9 July 2000  相似文献   

Linear drift and periodic variations observed in long time series of polar motion   总被引：1，自引：1，他引：1  

H. Schuh  S. Nagel  T. Seitz 《Journal of Geodesy》2001,74(10):701-710

 Two long time series were analysed: the C01 series of the International Earth Rotation Service and the pole series obtained by re-analysis of the classical astronomical observations using the HIPPARCOS reference frame. The linear drift of the pole was determined to be 3.31 ± 0.05 milliarcseconds/year towards 76.1 ± 0.80° west longitude. For the least-squares fit the a priori correlations between simultaneous pole coordinates x _p , y _p were taken into account, and the weighting function was calculated by estimating empirical variance components. The decadal variations of the pole path were investigated by Fourier and wavelet analysis. Using sliding windows, the periods and amplitudes of the Chandler wobble and annual wobble were determined. Typical periods in the variable Chandler wobble and annual wobble parameters were obtained from wavelet analyses. Received: 21 January 2000 / Accepted: 28 August 2000  相似文献   

Integer estimation in the presence of biases     

P. J. G. Teunissen 《Journal of Geodesy》2001,75(7-8):399-407

 Carrier phase ambiguity resolution is the key to fast and high-precision GNSS (Global Navigation Satellite System) kinematic positioning. Critical in the application of ambiguity resolution is the quality of the computed integer ambiguities. Unsuccessful ambiguity resolution, when passed unnoticed, will too often lead to unacceptable errors in the positioning results. Very high success rates are therefore required for ambiguity resolution to be reliable. Biases which are unaccounted for will lower the success rate and thus increase the chance of unsuccessful ambiguity resolution. The performance of integer ambiguity estimation in the presence of such biases is studied. Particular attention is given to integer rounding, integer bootstrapping and integer least squares. Lower and upper bounds, as well as an exact and easy-to-compute formula for the bias-affected success rate, are presented. These results will enable the evaluation of the bias robustness of ambiguity resolution. Received: 28 September 2000 / Accepted: 29 March 2001  相似文献   

Maximum-likelihood ambiguity resolution based on Bayesian principle   总被引：2，自引：1，他引：2  

J. Zhu  X. Ding  Y. Chen 《Journal of Geodesy》2001,75(4):175-187

 Based on the Bayesian principle and the fact that GPS carrier-phase ambiguities are integers, the posterior distribution of the ambiguities and the position parameters is derived. This is then used to derive the maximum posterior likelihood solution of the ambiguities. The accuracy of the integer ambiguity solution and the position parameters is also studied according to the posterior distribution. It is found that the accuracy of the integer solution depends not only on the variance of the corresponding float ambiguity solution but also on its values. Received: 27 July 1999 / Accepted: 22 November 2000  相似文献   

Somigliana–Pizzetti gravity: the international gravity formula accurate to the sub-nanoGal level     

A. A. Ardalan  E. W. Grafarend 《Journal of Geodesy》2001,75(7-8):424-437

 The Somigliana–Pizzetti gravity field (the International gravity formula), namely the gravity field of the level ellipsoid (the International Reference Ellipsoid), is derived to the sub-nanoGal accuracy level in order to fulfil the demands of modern gravimetry (absolute gravimeters, super conducting gravimeters, atomic gravimeters). Equations (53), (54) and (59) summarise Somigliana–Pizzetti gravity Γ(φ,u) as a function of Jacobi spheroidal latitude φ and height u to the order ?(10⁻¹⁰ Gal), and Γ(B,H) as a function of Gauss (surface normal) ellipsoidal latitude B and height H to the order ?(10⁻¹⁰ Gal) as determined by GPS (`global problem solver'). Within the test area of the state of Baden-Württemberg, Somigliana–Pizzetti gravity disturbances of an average of 25.452 mGal were produced. Computer programs for an operational application of the new international gravity formula with (L,B,H) or (λ,φ,u) coordinate inputs to a sub-nanoGal level of accuracy are available on the Internet. Received: 23 June 2000 / Accepted: 2 January 2001  相似文献   

A model for adjustment of differential gravity measurements with simultaneous gravimeter calibration     

F. J. S. S. Dias  Í. P. Escobar 《Journal of Geodesy》2001,75(2-3):151-156

 A mathematical model is proposed for adjustment of differential or relative gravity measurements, involving simultaneously instrumental readings, coefficients of the calibration function, and gravity values of selected base stations. Tests were performed with LaCoste and Romberg model G gravimeter measurements for a set of base stations located along a north–south line with 1750 mGal gravity range. This line was linked to nine control stations, where absolute gravity values had been determined by the free-fall method, with an accuracy better than 10 μGal. The model shows good consistence and stability. Results show the possibility of improving the calibration functions of gravimeters, as well as a better estimation of the gravity values, due to the flexibility admitted to the values of the calibration coefficients. Received: 15 November 1999 / Accepted: 31 October 2000  相似文献