Geochemistry of Permian Mafic Igneous Rocks from the Napo‐Qinzhou Tectonic Belt in Southwest Guangxi,Southwest China: Implications for Arc‐Back Arc Basin Magmatic Evolution

The Napo-Qinzhou Tectonic Belt (NQTB) lies at the junction of the Yangtze, Cathaysia and Indochina (North Vietnam) Blocks, which is composed of five major lithotectonic subunits: the Qinzhou-Fangcheng Suture Zone (QFSZ), the Shiwandashan Basin (SB), the Pingxiang-Nanning Suture Zone (PNSZ), the Damingshan Block (DB) and the Babu-Lingma Suture Zone (BLSZ). On the basis of geochemical compositions, the Permian mafic igneous rocks can be divided into three distinct groups: (1) mafic igneous rocks (Group 1) from the Longjing region in the PNSZ and Hurun region in the BLSZ, which are characterized by intermediate Ti, P and Zr with low Ni and Cr contents; (2) mafic igneous rocks (Group 2) from the Naxiao and Chongzuo region in the DB, characterized by low-intermediate Ti, P and Zr with high Ni and Cr concentrations; and (3) mafic igneous rocks (Group 3) from the Siming region in the Jingxi carbonate platform of the northwestern margin of the NQTB, with intermediate-high Ti, P and Zr and low Ni and Cr contents. The Group 1 rocks yield a weighted mean 206Pb/238U age of 250.5±2.8 Ma and are geochemically similar to basalts occurring in back-arc basin settings. The Group 2 rocks exhibit geochemical features to those basalts in island arcs, whereas the Group 3 rocks show geochemical similarity to that of ocean island basalts. All three groups are characterized by relatively low εNd(t) values (–2.61 to +1.10) and high initial 87Sr/86Sr isotopic ratios (0.705309–0.707434), indicating that they were derived from a subduction-modified lithospheric mantle and experienced assimilation, fractional crystallization, and crustal contamination or mixing during magmatic evolution. Accordingly, we propose the existence of an arc-back arc basin system that developed along the NQTB at the border of SW Guangxi Province (SW China) and northern Vietnam, and it was formed by continued northwestward subduction of the Cathaysian (or Yunkai) Block under the Yangtze Block, and northeastward subduction of the Indochina Block beneath the Yangtze Block during Permian time.     

高速铁路精密工程控制测量精度研究

高速铁路轨道控制测量采用精密控制测量技术,采用斜轴墨卡托投影可以避免高斯投影投影带可控范围小,坐标转换和分带计算的问题,对于东西走向的线路能很好地控制投影长度变形。文章以长吉高铁控制测量数据,实现斜轴墨卡托投影,经过其投影精度的探讨,确定斜轴墨卡托投影能满足高铁精密控制测量的精度要求。     

Tall building vibration control using a TM‐MR damper assembly: Experimental results and implementation

This paper summarizes the relevant results of the design, construction, testing, and implementation of a nominal 120 kN magnetorheological damper developed to control a free‐plan tall building in Santiago, Chile, equipped with two 160‐ton tuned masses. Cyclic as well as hybrid simulation tests were performed on the prototype damper. Global building responses using measured MR properties showed good correlation with analytical estimations. Also, a proposed physical controller for the MR damper was validated through hybrid and building pull‐back tests. Its performance is essentially equivalent to that of an LQR controller, but the information needed in its implementation is considerably less. Pull‐back tests of 10 cm amplitude were performed on one mass along the flexible edge of the building and its response controlled using the passive and controlled modes of the MR damper. The MR damper was capable of controlling the TM displacements very effectively, as well as the simulated building response for different ground motions and harmonic excitation. Copyright © 2010 John Wiley & Sons, Ltd.     

基于非因果滤波器的多次波匹配相减方法(英文)

在常规多道匹配滤波方法中的滤波器是物理可实现的因果滤波器,只能实现地震信号序列延迟的滤波。本文提出了最小二乘意义下的非因果多道输入多道输出维纳滤波方法,通过比较多道匹配相减中因果和非因果滤波方法之间的差别,验证了方法的有效性,解决了模型数据滞后于实际数据的情况。而且,通过定义长度随偏移距和层速度变化的滑动时窗,解决了匹配时窗内同相轴数量随偏移距增大而增加的问题。并将上述方法应用到改进的扩展多道匹配相减去除多次波的方法中,利用Pluto1.5理论模拟数据,对非因果滤波器和变长度时窗的匹配相减方法进行测试,取得了很好的去除多次波后的地震数据。     

大同市一次大到暴雪天气诊断分析

本文针对2009年11月10日出现在大同地区的大到暴雪天气过程,从天气形势,物理量诊断及雷达产品等进行了综合分析后得出：此次降雪是在稳定的500hPa西风槽背景下,地面回流形势影响下造成的;高低层散度的垂直配置及高低空急流的耦合作用是此次过程的动力原因,充足的水汽条件和不稳定能量的积累是此次大到暴雪产生的根本因素。雷达产品分析表明：低空持续的偏东气流以及风向垂直切变的风场结构是这次暴雪产生的主要环境特征,暖平流和中层强西南急流有利于产生持续的降雪。     

双向八车道连拱隧道围岩力学参数反演分析

在采用双侧壁导坑法施工的双向八车道特大断面连拱隧道中,施工步繁多,临时支护设置的时间长,隧道全断面的变形量测只能在临时支护拆除后进行。由于全断面变形数据获取得较晚,故较难将其用于围岩力学参数的反演。将有限元计算和BP神经网络技术相结合,并在有限元计算过程中考虑实际的施工步,建立起所有临时支护拆除之前这一施工状态下导坑的变形量与围岩力学参数之间的非线性映射关系,并通过对应状态下实测的导坑变形值反演了围岩的力学参数。将反演的结果用于正分析验算,验证了该方法是可行的。     

支点法分析桩锚体系及基于监测的参数反演

以变形作为控制条件的基坑支护结构设计是一个十分复杂的工程问题,由于支点法具有计算模式明确、过程简单的优点,受到广大工程设计人员的欢迎。但是,支点法中土抗力系数卅的选取是工程界的一大难题,在支点法计算中m值选取的准确性直接影响支护结构位移和内力的计算结果,所以将支点法建模及反分析方法应用于实际工程,在开挖过程中考虑了支撑变形的非线性,开发了FORTRAN程序对支护结构进行了反演计算。通过反演分析m值并预测支护结构的变形,实现支护动态设计信息化施工。结果表明,位移反分析法进行深基坑工程中的参数反演与位移预测取得比较好的效果,说明该方法在深基坑开挖反演、预测方面是合理可行的。     

抗拔桩变形分析与有效桩长预测

以抗拔桩变形的理论分析为基础,选择双曲线荷载传递函数对桩的极限侧阻力进行合理取值,通过迭代法得到桩身受力情况,由此预测抗拔桩的＂有效桩长＂。结合工程实例进行了计算验证,证明该方法具有实用价值和推广意义。     

舟山凉潭岛填海工程对水动力及海床演变影响的模拟预测分析

用一个三维(ECOMSED)模式对舟山凉潭岛填海工程前后的潮流场变化进行模拟,做出预测。潮流场模拟结果与实测基本吻合。经分析可知,工程对潮流的影响主要在围堤的东南角小范围内:工程后流速明显减小,造成淤积现象,但淤积程度不大,1年后的淤积为13cm左右,5年后的淤积为0.8—1.2m左右。工程对较深水层的潮流运动影响很小。通过对施工期间产生的悬浮物在涨落潮时的分布模拟可知,涨潮时,悬浮物从工程区域的一个悬浮物源不断排出,主要对工程附近及其上游地区造成一定的影响;落潮时,悬浮物主要影响工程外围及其下游地区,整个落潮期间悬浮物能影响的范围比涨潮期间要大。总体上工程对该附近海域的潮流场及冲淤影响很小。     

顺层高边坡开挖松动区研究

开挖顺层岩石高边坡,往往需要进行预加固,因而合理确定坡体开挖松动区范围便成为核心问题。根据坡体开挖后的应力和位移状态,给出了开挖松动区的明确定义;结合重庆万州-梁平高速公路沿线各顺层高边坡失稳实例,对顺层高边坡开挖松动区进行了研究,简述了松动区的特点,分析了开挖松动区的影响因素。从岩体结构出发,以开挖深度和岩层倾角为主控元素,对顺层高边坡开挖松动区的长度进行了统计分析,结果表明：岩层倾角在15～30°的砂泥岩顺层高边坡最易产生开挖失稳,且松动区长度与开挖深度有关,二者比值较为集中地分布在2～5之间。