Denudation History of South China Block and Sediment Supply to Northern Margin of the South China Sea

On the basis of apatite fission track (AFT) analyses,this article aims to provide a quantitative overview of Cenozoic morphotectonic evolution and sediment supply to the northern margin of the South China Sea (SCS).Seventeen granite samples were collected from the coast to the inland of the South China block.Plots of AFT age against sample location with respect to the coastline show a general trend of youngling age away from the coast,which implies more prolonged erosion and sediment contribution at the inland of the South China Sea during post break-up evolution.Two-stage fast erosion process,Early Tertiary and Middle Miocene,is deduced from simulated cooling histories.The first fast cooling and denudation during Early Tertiary are recorded by the samples along the coast (between 70 and 60 Ma) and the inland (between 50 and 30 Mu),respectively.This suggests initial local erosion and deposition in the northern margin of the SCS during Early Tertiary.Fast erosion along the coast ceased since ca.50 Ma,while it had lasted until ca.30 Ma inland,indicating that the erosion was transferred from the local coastal zone initially toward the continental interior with unified subsidence of the northern margin,which resulted in the formation of a south-dipping topography of the continental margin.The thermal stosis in the South China block since ca.30 Mu must det'me the time at which the northern margin became dynamically disconnected from the active rifting and stretching that was taking place to the south.The lower erosion rate is inconsistent with higher sedimentary rate in the Pearl River Mouth basin during Late Oligocene (ca.25 Ma).This indicates that the increased sedimentation in the basin is not due to the erosion of the granite belt of the South China block,but perhaps points to the westward propagation of the paleo-Pearl River drainage related to the uplift of the eastern margin of Tibet plateau and southward jumping of spreading axis of the South China Sea.The socond erosion acceleration rate of the Middle Miocene (ca.14 Ma) cooling could have been linked to the long-distance effect of uplift of the Tibet plateau or due to the enhanced East Asian monsoon.     

A new area for earthquake resistant engineering: the control of seismic responses of structures

This paper summarizes the origin and idea of the control of civil engineering structures and reviews the state-of-the art of recent advances in structural control both theoretically and technologically. The prospects for structural control and key research objects to remain to be solved are put forward at last. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,15, 375–380, 1993.     

被动椭圆形标志物应变分析的计算机模拟

本文采用计算机数学模拟的方法更深入地探讨了椭圆形标志物应变分析技术(R_f/Φ去应变法、Shimamoto等提出的代数法、调和平均值法和算术平均值法)的适用条件。一共形成了十一组有代表性的应变前数组,四种变形路径:纯剪、单剪、纯剪加单剪和体变。当应变前数组在(-90°,90°)内均匀分布或随机分布时,无论变形路径是哪一种(共轴的还是非共轴的),上述的所有方法都是适用有,且以代数法最佳。当应变前数组具有优选方位(单峰分布)且变形路径为共轴递进变形时,在一定条件下,R_f/Φ法能用来估计应变。经分析发现当应变足够大时,调和平均值法是一种简单快速的应变计算法。     

主动与被动状态下墙体侧向位移近似计算

极限状态下墙体侧向位移对土压力计算和支挡结构设计影响显著。根据Rankine变形体和Coulomb刚塑体模型,将墙后土体变形分别当作单剪和直剪试验中试样的剪切过程,以达到极限剪切变形（剪应变或单位长度剪切位移）作为进入主被动状态标准,构建了土体变形与墙体位移的几何关系,提出了反映土体变形与强度特性,同时考虑静止时初始应力状态影响的墙体极限侧向位移近似计算模型。分析表明：土体极限剪切变形、滑移区范围、初始应力状态是影响墙体极限位移的核心要素,其中极限剪切变形占据主导作用,是导致不同颗粒组成及密实程度土体进入极限状态所需墙体位移差异显著的主要原因,而主被动区范围不同和因静止土压力系数 1引起的初始剪切变形,则是被动状态墙体位移远大于主动的关键因素;算例中主动与被动状态下墙体位移与墙高之比分别介于0.5‰～13.2‰和?0.4%～?5.2%,且主动状态下细粒土墙体位移大于粗粒土,计算结果与工程经验及相关文献模型试验基本一致。     

关于岩浆型被动陆缘

在中国阿尔泰山南缘造山带的地质研究工作中发现，在这里存在一套有成生联系的花岗深成岩和火山岩系，它们不是板块汇聚阶段的产物，而是地壳拉张作用阶段的产物，它们形成于被动大陆边缘演化阶段。我们把这种大陆边缘称之为岩浆型波动陆缘，以便与无岩浆活动的大西洋型大陆边缘相区别。     

隧道支护结构荷载作用的随机反演

提出荷载－结构模式进行随机反分析方法，从隧道支护结构变形反算对应的荷载作用，可反推围岩抗力系数和覆土荷载的分布情况，以及作用于支护结构上各部位的外荷载。提出了以实测位移为基础的样条函数插值．以插值位移补充大量的实测值，满足了反分析所需众多的已知位移数。通过一施工实例对该方法的可行性进行了检验。     

Pseudo-dynamic methods for seismic passive earth pressure behind a cantilever retaining wall with inclined backfill

The designing of retaining walls requires the complete knowledge of earth pressure distribution. Under earthquake conditions the design needs special attention to reduce the devastating effect, but under seismic conditions, the available literature mostly uses the pseudo-static analytical solution as an approximate to the real dynamic nature of the complex problem. This paper shows a detailed study on the seismic passive earth thrust behind a cantilever retaining wall with inclined backfill surface by pseudo-dynamic analysis. A planar failure surface has been considered. The effect of variation of parameters such as soil friction angle, wall friction angle and back fill inclination have been explored. A complete analysis shows that the time dependent non-linear behaviour of the pressure distribution obtained in the present method results in more realistic design values of earth pressures under earthquake conditions. Results are provided in tabular and graphical non-dimensional form and compared thoroughly with the existing values in the literature.     

煤层气水平井微地震成像裂缝监测应用研究

为有效地指导煤层气水平井压裂工程,评价压裂施工效果,提出将微地震成像裂缝监测技术应用于煤层气水平井压裂施工中。利用微地震成像监测煤层气水平井裂缝延伸的方位、缝长及缝高,分析裂缝双翼不对称发育原因。以沁水盆地寺河区块为例,将水平井和同规模、同层位垂直井的裂缝监测结果进行对比分析,结果显示,因布井方位及施工工艺影响,水平井压裂液滤失量大、易产生多裂缝,且裂缝延伸距离相对较短。指出后续水平井布井应考虑水平段轴线与最小主应力方向平行,增大压裂设计规模和压裂级数,以保证煤层气水平井高效开发。     

基于反褶积算法的地震干涉技术被动源成像

地震干涉技术可以将任意2个检波器接收到的数据合成为在若干检波器之间传播的波,就好像其中的一个检波器作为一个虚拟震源来发挥作用。它可以从混沌无序的地震信号中发现有用信息,从地震噪声中提取有用信号以此推断地震波穿过介质的地质构造。基于反褶积算法,对其理论公式进行了较详细的推导,实现被动源地震干涉成像,证明了反褶积算法的可行性;并将其结果与互相关算法的结果进行对比,分析了2种方法在信噪比和分辨率方面的差异。数值计算表明,反褶积算法的纵向分辨率比互相关算法的高。对其进行的加噪试算表明,震源叠加后的反褶积算法呈现出高信噪比的特点。     

安徽淮北煤矿富水区被动式超低频电磁探测结果解析

被动式超低频电磁法是一种在地表直接接收来自地下3～3000Hz频段的天然超低频电磁信号,通过对接收信号的处理和解释实现对地下的岩性界面、构造、资源和能源进行探测,拥有巨大开发潜力的地球物理勘探新方法.首先简述了富水区的被动式超低频电磁探测机理,其次结合安徽省淮北市煤矿富水区的探测实例来说明该方法的适用性和局限性.在数据处理上采用曲线叠加平均、平滑和特征深度标定的方法,同时采用了测深曲线和视电阻率等值断面进行地质解释.解释结果和已知钻孔资料对比发现,无论在测深曲线上,还是在断面图上,富水区均具有明显的特征.