隧道工程地质评价的内容和方法

结合工程隧道实际,首先阐述了隧道工程的基本地质环境和工程地质条件,然后针对隧道工程可能出现的不良地质现象和可采取的工程措施,从大气降水、围岩稳定、围岩压力、洞口稳定、隧道比选等角度探讨隧道工程地质评价的主要方法和一般内容,进行隧道工程地质评价,为隧道施工、支护提供了依据.     

大跨度钢板桩围堰的形变分析与预报

结合武汉市东湖隧道工程中大跨度钢板桩围堰的变形监测数据,对大跨度钢板桩围堰的形变特征及预测模型进行了研究,针对其大量级、强趋势和波动性的数据特点,探索出与之相适应的高精度、高稳定的单项与组合预测模型,并采用Matlab编制相应的实用预测软件,获得了良好的预测效果。可为今后同类工程大跨度钢板桩围堰的形变分析预测提供有益借鉴。     

人工值守台数字化地震仪标定原理

推导了人工台数字化地震仪的分段标定公式，提出数字化记录系统的微分近似标定和拾震器阻尼衰减法标定的方法，并提供了不同短周期地震仪与数字化地震仪并行的藕合方式和标定计算公式。     

Effects of rotation motions on strong-motion data

Rotation motion and its effects on strong-motion data, in most cases, are much smaller than that of translational motion and have been ignored in most analyses of strong-motion data. However, recent observations from near-fault and/or extreme large ground motions suggest that these effects might be underestimated and quantitative analyses seem to be necessary for improving our understating of these effects. Rotation motion-related effects include centrifugal acceleration, the effects of gravity and effects of the rotation frame. Detailed analyses of these effects based on the observed data are unavailable in the literature. In this study, we develop a numerical algorithm for estimating the effects of rotational motion on the strong-motion data using a set of six-component ground motions and apply it to a set of rotation rate-strong motion velocity data. The data were recorded during a magnitude 6.9 earthquake. The peak value of the derived acceleration and rotation rate of this dataset are about 186 cm/s/s and 0.0026 rad/s. Numerical analyses of data gives time histories of these rotational motion-related effects. Our results show that all the rotation angles are less than 0.01°. The maximum centrifugal acceleration, effect from gravity and effect of the rotation frame are about 0.03 and 0.14 cm/s/s, respectively. Both these two effects are much smaller than the peak acceleration 186 cm/s/s. This result might have been expected because our data are not near-field and wave motions are expected to be nearly plane waves. However, it is worth noticing that the centrifugal acceleration is underestimated and a small rotational effect can cause large waveform difference in acceleration data. The waveform difference before and after the correction for rotational motion can reach 16 cm/s/s (about 10 %).     

信阳地震台水管倾斜仪加速E倾变化分析

信阳地震台水管倾斜仪EW分量2016年5月出现加速E倾变化,为确定异常性质及产生原因,从观测洞室环境、仪器观测系统、气象数据、环境干扰等进行调查,并采用有限元法和不规则荷载模型,计算台站附近的信阳林业学校拆迁荷载变化对水管倾斜仪观测的影响,最终判定本次异常为林校拆迁所致。     

夏季乌拉尔地区大气环流持续异常的形成与维持

从天气尺度瞬变涡旋与时间平均基本气流双向相互作用建立异常型的角度,研究了夏季乌拉尔地区大气环流持续异常的形成与维持,首先基于合成分析,研究了持续异常期间的天气尺度瞬变波活动情况,结果表明：正异常时,在上游地区,从北大西洋中部到西欧沿岸,瞬变活动明显增强。负异常过程时相反,该地区瞬变活动减弱。利用线性正压原始方程模式,研究了在合成正异常基本流及7月气候基本流等两种基本流下,正异常时上游异常瞬变活动对异常建立的贡献。结果表明：正异常时,上游增强的瞬变波活动有利于正异常的建立与维持。利用基于线性正压原始方程模式设计的风暴轴模式,研究了时间平均基本流在组织与调控瞬变活动中所起的作用。结果表明：当乌拉尔地区高压脊发展时,有利于瞬变在上游的北大西洋中部到西欧沿岸地区组织起来。脊发展越强,越有利。结合上述两方面的结果,提出了瞬变与行星波双向相互作用的乌拉尔持续正异常形成和自维持机制。     

地震速报(Ms≥4.0)的震级校正——以伽师震群为例

1997年 1月 2 1日～ 1 999年 2月 2 8日 ,伽师发生了 Ms≥ 4 .0级地震 1 0 6次。通过分析对比速报和编目震级资料 ,发现速报震级偏差较大。应用线性拟合结合偏差分析的方法 ,对伽师震群速报震级进行了校正。通过对校正前后的结果比较以及 T假设检验 ,其效果相当理想     

Rapid estimation of earthquake loss based on instrumental seismic intensity: design and realization

As a result of our ability to acquire large volumes of real-time earthquake observation data, coupled with increased computer performance, near real-time seismic instrument intensity can be obtained by using ground motion data observed by instruments and by using the appropriate spatial interpolation methods. By combining vulnerability study results from earthquake disaster research with earthquake disaster assessment models, we can estimate the losses caused by devastating earthquakes, in an attempt to provide more reliable information for earthquake emergency response and decision support. This paper analyzes the latest progress on the methods of rapid earthquake loss estimation at home and abroad. A new method involving seismic instrument intensity rapid reporting to estimate earthquake loss is proposed and the relevant software is developed. Finally, a case study using the M _L4.9 earthquake that occurred in Shun-chang county, Fujian Province on March 13, 2007 is given as an example of the proposed method.     

上扬子晚古生代海相地层锶同位素曲线的LOWESS拟合

目前仍难以有一种具体的函数关系来描述随时问或随地层厚度变化的地质数据,L0wESS方法被证明是拟合这类数据的较为有效的方法.采用LOWESS方法对我国上扬子地区晚古生代98个海相碳酸盐的锶同位素数据进行科学的拟合,使拟舍得出的曲线具有更好的全球可对比性,从而提高我国锶同位素地层学的研究水平,并使之与相应的国际研究接轨.同时,还从数学角度讨论参数回归和非参数回归的区别,并对影响拟合结果的两个参数和误差范围进行讨论.     

基于不等式约束的磁共振信号T2谱多指数分解法及算法改进

磁共振地下水探测信号的弛豫时间T₂和振幅与地下岩石孔隙大小和地下水的含水量直接相关。目前,磁共振地下水探测方法中,信号的衰减特性由平均弛豫时间T^*₂来描述。然而,对于复杂的多孔介质组成的岩石结构,仅由T^*₂无法准确描述地下孔隙情况。详细研究了基于不等式约束的多指数分解法,进行了信号T₂谱的提取,并重新计算多指数形式下的信号初始振幅。结果表明：对比信号在不同采集时间下的T₂谱提取结果,延长信号的采集时间有助于T₂谱的准确提取;通过磁共振仿真信号计算并分析不同信噪比下的T₂谱提取结果,信噪比大于30 dB时相对误差平均值小于5%;进行算法改进,得到信噪比大于10 dB时相对误差平均值小于5%的结果,且幅值和T₂的相对误差平均值降低了约1/3。由此可知:采用多指数分解法能够获得磁共振信号的T₂谱,正则化技术和加权修正能够提高T₂谱的准确度和抗干扰能力;与单指数方式相比,采用多指数拟合能够更准确地恢复信号初始振幅。