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利用均震法判别扩腰桩桩身的完整性 总被引:1,自引:0,他引:1
本文阐述了均震动测法检测扩腰桩的方法及原理 ,分析了扩腰模型及工程实例 ,总结了不同质量扩腰桩的波形特征 ,为判别扩腰桩桩身的完整性提供了新思路。 相似文献
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Pseudorange-based integrity monitoring, for example receiver autonomous integrity monitoring (RAIM), has been investigated
for many years and is used in various applications such as non-precision approach phase of flight. However, for high-accuracy
applications, carrier phase-based RAIM (CRAIM), an extension of pseudorange-based RAIM (PRAIM) must be used. Existing CRAIM
algorithms are a direct extension of PRAIM in which the carrier phase ambiguities are estimated together with the estimation
of the position solution. The main issues with the existing algorithms are reliability and robustness, which are dominated
by the correctness of the ambiguity resolution, ambiguity validation and error sources such as multipath, cycle slips and
noise correlation. This paper proposes a new carrier phase-based integrity monitoring algorithm for high-accuracy positioning,
using a Kalman filter. The ambiguities are estimated together with other states in the Kalman filter. The double differenced
pseudorange, widelane and carrier phase observations are used as measurements in the Kalman filter. This configuration makes
the positioning solution both robust and reliable. The integrity monitoring is based on a number of test statistics and error
propagation for the determination of the protection levels. The measurement noise and covariance matrices in the Kalman filter
are used to account for the correlation due to differencing of measurements and in the construction of the test statistics.
The coefficient used to project the test statistic to the position domain is derived and the synthesis of correlated noise
errors is used to determine the protection level. Results from four cases based on limited real data injected with simulated
cycle slips show that residual cycle slips have a negative impact on positioning accuracy and that the integrity monitoring
algorithm proposed can be effective in detecting and isolating such occurrences if their effects violate the integrity requirements.
The CRAIM algorithm proposed is suitable for use within Kalman filter-based integrated navigation systems.
相似文献
Shaojun FengEmail: |
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岩体完整性系数是一个与岩体质量和强度有关的地质参数,用于岩体完整程度划分、工程岩体质量分级等方面。然而不同的规范在岩体完整性系数的确定和应用等方面存在分歧。本文分析了岩体波速测试方法、岩体风化状态对岩体完整性系数的影响以及岩体体积节理数与岩体完整性系数的关系,并对岩体完整性系数应用中存在的问题进行了探讨。确定岩体完整性系数时,若岩块与岩体弹性波速的测试方法不同,应进行修正。所测试的岩块与岩体应处于相同的风化状态。采用岩体体积节理数确定岩体完整性系数时应考虑岩体中结构面的张开宽度和充填情况。应注意区分规范中围岩工程地质分类与岩爆判别中的围岩强度应力比的不同地质含义。 相似文献
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选取2005年两洞庭湖湿地的遥感影像,利用GIS技术、MapInfo Professional 6.5 SCP软件和景观结构分析软件FRAGSTATS,应用景观生态学的理论和方法,对两洞庭湖湿地景观空间结构的完整性进行了分析。结果表明:①区域内斑块分维数相差不大,但荒草地和杨树末成林受人为干扰明显且形状规则,其分维数趋近于1;②区域内湿地景观类型体系中各类湿地所占比例差异较大,分配不太均匀,其中湖泊景观优势明显;整个区域的破碎化程度高,除湖泊外,其他类型的湿地受人类干扰较大。基于上述分析,提出了更新和调整湿地生境、合理布局功能区、强化湿地综合管理和开展湿地生态旅游等优化对策。 相似文献
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Probabilistic determination of critical wave height for a multi-degree of freedom capsize model 总被引:1,自引:0,他引:1
In this paper a statistical methodology is extended to the nonlinear multi-degree of freedom vessel capsize problem in random seas. It is demonstrated that the study of transient motions, through analysis of the erosion of the vessel's safe basin mapped in the space of initial conditions [Soliman, M.S. Thompson, J., 1991. Transient and steady state analysis of capsize phenomena. Applied Ocean Research 13, 2], leads to significantly less conservative and potentially more accurate predictions of ultimate dynamic stability. The work presented herein pairs this approach with a statistical framework to yield feasible stability criteria. 相似文献
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Lauren Patterson Marie Urban Aaron Myers Budhendra Bhaduri Eddie Bright Phillip Coleman 《Transactions in GIS》2009,13(2):215-228
LandScan USA is a 90 m population distribution model that is used for a variety of applications, including emergency management. Models should have a measure of accuracy; however, the accuracy of population distribution models is difficult to determine due to the inclusion of multiple input datasets and the lack of quantifiable, observable (validated) data to confirm model output. Validated data enables quantification of: (1) overall model accuracy and (2) changes in model output at different levels of quality control. This article examines the effect of quality control for two national school datasets incorporated as input in LandScan USA for Philadelphia County, Pennsylvania; which had a local, validated school dataset available. The effect of each stage of quality control efforts utilized throughout the LandScan USA process were assessed to determine what level of quality control was required to have a statistically significant change of the model's population distribution. The typical level of quality control for LandScan USA resulted in 36% of schools being moved to the correct location and 20% of missing student enrollments were found, compared to 87% and 98% respectively for the validated dataset. The costs of increasing quality control resulted in a six-fold increase in labor time; however, the additional quality control did not produce statistically significant improvements in the LandScan USA model. Thus, typical quality control efforts for schools in LandScan USA produced a population distribution similar to the validated level of quality control, and can be applied with confidence for policy, planning, and emergency situations. 相似文献
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