岩质高边坡岩体变形参数及松弛带厚度研究

预测岩质高边坡开挖后岩体变形模量的变化及松弛带厚度，是分析岩质高边坡在开挖后变形（位移）和作好防护设计的重要资料，运用波动力学关于平均应力与体积模量、岩体纵波速度与弹性模量、变形模量间的关系，通过部分实测资料及边坡应力场有限元分析的资料，分别建立了纵波速度与岩体变形模、岩体应力间的关系，研究了开挖边坡岩体变形模量的变化，预测了岩体松弛带的厚度。     

大采深岩移观测阶段性分析

为探 讨大 采 深 (780m )的 开采 沉 陷 规 律 ,在 5074工 作 面 上 方 建 立 孟 佃 大 寨 岩 移 观 测 站 ,对 观 测 成 果 的 分 析 ,得 到 如 下结 论 :①大 采 深 开 采情 况 下, 地表 移 动 的 活跃 期( 《规程 》规定 判 断) 存 在 ;或 者 说 地 表 移 动 活 跃 期 的 下 沉 按不速 度小 于 50m m / 月;②随 着 开采 深度 的 加 大 ,地 表 移动 期 推 迟 ,对 地 面 建筑 物 的 破 坏也 比 较 迟 缓;③大 采深 单 一 煤 层的 非充 分 采动 ,地 面建 筑 物受 损程 度 很小 。     

K–Ar geochronology of the temporal change of eruptive style in the eastern Izu peninsula, central Japan

Abstract   A recent K–Ar study elucidated that eruptive style in the eastern Izu peninsula changed from polygenetic to monogenetic volcano at 0.3–0.2 Ma. To narrow down the time of change, we determined 10 K–Ar ages on Togasayama Andesite of Amagi volcano, the youngest polygenetic volcano in the area, and Togasayama Monogenetic Volcano, one of the oldest monogenetic volcanoes in the area, which overlies a part of the Togasayama Andesite. Dating results showed that the Togasayama Andesite effused at least from 0.34 to 0.20 Ma, whereas the Togasayama Monogenetic Volcano erupted at 0.26–0.29 Ma, suggesting that the northern part of the Togasayama Andesite effused after the eruption of the Togasayama Monogenetic Volcano. Considering previous data, it is therefore inferred that change of eruptive style in the eastern Izu area occurred during the period 0.29–0.20 Ma, with considerable overlap of both polygenetic and monogenetic volcanism.     

An experimental study on seismic responses of multifunctional vibration‐absorption reinforced concrete megaframe structures

Two models are tested on a shake‐table. One of the models is a normal reinforced concrete megaframe structure and the other is a multifunctional vibration‐absorption reinforced concrete megaframe structure in which the laminated rubber bearings are placed between the major frame and the minor frames. Two earthquake motions (the El Centro wave and the Taft wave) are used during the test. This paper presents the dynamic characteristic, the seismic responses and the failure mechanism of these two models under varying peak acceleration levels for each of the earthquake motions. The test results demonstrate that the aseismic behavior of a multifunctional vibration‐absorption reinforced concrete megaframe structure is much better than that of a normal reinforced concrete megaframe structure. Copyright © 2003 John Wiley & Sons, Ltd.     

Seismic structural control using an electric servomotor active mass driver system

This study investigates an electric‐type active mass driver (AMD) system for structural vibration control. Composed primarily of an electric servomotor and a ball screw, the electrical AMD system is free from noise problems, oil leakage, and labor‐intensive maintenance that commonly are associated with hydraulic AMD systems. The desired stroke amplification of the mass and the power demand of the servomotor can be adjusted via the ball screw pitch, which in turn affects the effectiveness and efficiency of the system. Meanwhile, an instantaneous optimal direct output feedback control algorithm is adopted. Numerical simulation is performed using a five‐story steel frame as the object structure under the conditions of the 1940 El Centro earthquake. The AMD system proves to be effective and efficient within a certain range of the ball screw pitch. The reductions of the peak responses can reach as high as 70% if properly designed. Requiring only the velocity measurement of the top floor for on‐line feedback control, the proposed control algorithm is recommended for practical implementation. Copyright © 2004 John Wiley & Sons, Ltd.     

Seepage driving effect on deformations of San Fernando dams

In the process of flow deformation of an earth dam, the seepage force inside the dam plays a role as a driving force. The seepage force acts just like the gravitational force in terms of pushing soils away from their original locations after liquefaction is triggered. This paper draws attention to this seepage driving effect by presenting a set of fully coupled finite element analyses on the well-known San Fernando dams, with the objective of evaluating the impact of this seepage effect. The results indicate that while this effect is always there, its practical significance depends on a number of factors. In the case of the upper San Fernando dam, which experienced a significant, but restricted, downstream movement during the 1971 earthquake, the seepage driving effect was indeed significant. On the contrary, for the lower dam, which failed and slid into the upstream reservoir during the same earthquake, this seepage effect was relatively less pronounced. The detailed results of the analyses reveal the likely mechanisms of failure and deformation of the two dams and the likely cause behind the difference between their responses during the earthquake.     

GOALS模式对热带太平洋ENSO年际变化特征的模拟评估

文中重点分析了中国科学院大气物理研究所LASG最新发展的全球大气环流谱模式(R42L9)与一全球海洋环流模式(T63L30)耦合形成的全球海洋-大气-陆面气候系统模式(GOALS/LASG)新版本已积分30 a的模拟结果,通过与多种观测资料的对比分析,讨论了赤道太平洋海表温度(SST)的年际变化及其纬向传播、赤道东太平洋SST异常与其他洋面SST变化之间的遥相关关系、赤道太平洋浅表层海温的年际变化特征等研究内容.结果表明,COALS模式模拟出了赤道太平洋SST异常出现不规则的年际变化特点;赤道东太平洋SST异常的向西传播过程;赤道太平洋混合层海温变化由西向东、由深层向浅层的传播过程;同时也模拟出了赤道东太平洋SST变化与赤道西太平洋以及与西南太平洋海温之间的反相关关系,与南印度洋和副热带大西洋SST之间的正遥相关关系等实际观测现象.但COALS模式也存在明显的不足,如对赤道东、中太平洋SST异常的年际变化幅度明显偏小,没能模拟出赤道东太平洋的SST变化比赤道中太平洋强的特点;赤道太平洋SST从东向西的传播速度明显比实际观测慢得多,但混合层海温极值变化由西向东的传播速度明显比实际情况快得多;没能模拟出赤道东太平洋SST变化同西北太平洋SST的负相关和北印度洋海温变化的正相关现象,因此也影响了对南亚、东南亚降水年际变化的模拟能力.     

能量色散X射线荧光光谱法测定卤水中痕量溴铷砷

用模拟卤水建立了能量色散X射线荧光光谱法测定卤水中溴、铷、砷痕量元素含量的方法.实验表明,方法可以直接取样测定,适用于大批量样品的测试分析.方法的精密度RSD(n＝15)小于1%,加标回收率为86.8%～101.6%.卤水中溴、铷、砷的测定结果与比色法、原子吸收和原子荧光法结果相符.     

发射光谱载体蒸馏法测定地质样品中微量硼铍锡银

选择了适合的缓冲剂,利用载体蒸馏法将被测元素与基体元素分离,使Be转变为易挥发的氟化物与B、Sn、Ag同时蒸发;降低了谱线背景及元素检出限;加入内标元素Au、Bi,提高了方法的准确度和精密度;采用普通 3mm×3mm×0.7mm杯型电极,装样量少,操作简单。方法检出限(wB/10-6)分别可达B1.5、Be0.3、Sn0.8、Ag0.02;准确度(Δlog C)基本在-0.05～0.05,精密度(RSD,n=8)为2.9%～17%。     

高倍稀释熔融制样X射线荧光光谱测定钨砂和铬铁矿中主含量

用X射线荧光光谱测定钨砂中WO3和铬铁矿中Cr2O3,通过高倍稀释熔融玻璃片制样法,采用高纯WO3或Cr2O3作单一标准样测量X射线荧光强度计数,然后同未知样品测量所得X射线荧光强度计数相比,即可计算出WO3和Cr2O3的测量值.方法用于钨砂矿和铬铁矿中WO3和Cr2O3的测定,结果与标准值相符.