多桩型复合地基作用机理与动力特性研究

对由碎石桩和CFG桩构成的多桩型复合地基的作用机理进行分析,通过数值模拟,对多桩型复合地基的动力特性进行研究,探讨桩型配比、桩径、桩长、CFG桩桩体刚度和碎石桩桩体渗透性等设计参数对多桩型复合地基动力特性的影响。研究结果表明:相同条件下地震期多桩型复合地基的动变形小于碎石桩复合地基而大于CFG桩复合地基,震后沉降量相对较小,在工程设计时碎石桩与CFG桩的桩型配比宜为4∶5;随桩体长度、桩体直径和CFG桩刚度的增加,多桩型复合地基地震期的竖向动变形逐渐减小;随碎石桩桩体渗透性的增加,多桩型复合地基中的超动孔隙水压力减小,震后沉降量降低。     

用体波走时反演地壳结构

本文将反演理论用于由体波观测走时反演匀速水平层的地壳模型参数,探讨了基本原理,提出了两种反演地壳结构的方法,同时还对假设的模型进行了验算,表明所用方法是有效的。     

A new weir surface repair layer with shock absorbing cushion design

A shock absorbing cushion has never been introduced into any traditional weir surface repair layer design.However,shocks induced by high discharge with heavy sediment can easily produce brittle fracture and peeling over a weir surface repair layer as it is impacted by floods accompanied by particles of different sizes.In this study,transcending traditional designs,the authors developed a composite unit designed with a shock absorbing cushion that has performed well during field tests,proving that the weir body can be effectively protected even if the composite units are directly laid on a severely uneven weir surface repair layer.     

Torsional vibration of a composite truncated conical bar

Summary Torsional vibration of a body composed of two conical bars, the upper one being made of non-homogeneous material and the lower of a homogeneous material, by the application of a shearing stress on the upper end has been considered in the problem. It is assumed that the lower end of the composite body is fixed and the lateral surface is free from shearing stress.     

薄壁型钢管/胶合竹板复合柱抗震性能试验

对9根带约束拉杆的方形薄壁型钢管/胶合竹板复合空芯柱(SBCCB)试件进行低周反复拟静力测试,考察SBCCB的破坏过程和形态,分析试件的长细比、胶合竹净横截面面积、截面组合方式对其受力和抗震性能影响。结果表明:SBCCB破坏形态主要为柱脚胶合面的开裂破坏和胶合竹板断裂破坏,截面组合方式对其破坏模式有显著影响。SBCCB试件有较好的弹性变形能力和抗震耗能性能,增大复合柱截面尺寸和长细比能改善抗震性能;约束拉杆有效保证了试件的整体性,抑制基体开胶破坏,间接提高了抗震性能。     

裹体碎石桩静载试验两个问题分析

通过对青海省察尔汗盐湖地区裹体碎石桩复合地基的静载试验,认为复合地基试验中堆载反力梁装置及正确布设基准梁对试验结果有较大的影响。     

坑道直流电阻率法超前探测的快速反演

在坑道电阻率超前探测工作中,视电阻率异常极值位置与异常体位置、厚度、电性以及产状相关.设计有效的反演方法对异常体的各种参数综合反演是非常必要的.首先利用有限元数值模拟技术分析并消除坑道空腔对视电阻率的影响,并将坑道超前探测视电阻率曲线转化为全空间视电阻率曲线.然后采用最小二乘法对超前探测视电阻率曲线进行快速反演.反演结果可准确反映围岩电阻率、异常体的电性、位置和产状;而由于同层等值现象,反演结果只能确定异常体的厚度和电阻率的组合值.     

Petrochemistry of the silicic-mafic complexes at Vesturhorn and Austurhorn, Iceland: evidence for zoned/stratified magma

Within the Austurhorn and Vesturhorn silicic intrusions of southeastern Iceland are composite complexes that consist of pillow-like bodies of mafic and intermediate rock entirely surrounded by silicic rock. The pillows with cuspate and chilled boundaries are interpreted to indicate a liquid-liquid relationship with a silicic magma. Some pillow-like bodies have a chilled and sharp cuspate boundary, whereas others have a distinct chemical and visible gradational contact with the silicic rock. The visible scale of mixing is of the same order of magnitude as the size of the pillows enclosed in the silicic rock (mm to meters).Two important types of chemical variation in the pillows are recognized. The first type of variation occurs from mafic pillow interiors to margins and into the surrounding silicic rock. These variations are due to mechanical mixing between mafic magma and the silicic magma. The second type of chemical variation occurs between individual pillows. Large variations occur between pillows in P and Ti at nearly constant silica. These variations cannot have resulted from in situ simple magma mixing or crystal fractionation, and must have originated at depth below the present level of exposure. These compositions could have been derived from separate mafic (or intermediate) magma bodies or from a single zoned and/or stratified magma body. Because the Austurhorn, Vesturhorn, and Ardnamurchan composite complexes all exhibit similar variations in P and Ti and because these occurrences are separated in space and time, they are thought to have had similar processes occur during their evolution. The chemical variations are interpreted to have resulted from mafic magma that has underplated silicic magma and become zoned/stratified due to the effects of magma mixing and cooling-crystallization.     

钢管桩单桩复合地基加固隧道软土地基试验研究

为了对宝兰客运专线王家沟隧道软弱地基进行加固处理,并了解加固后的桩基受力状态,通过现场试验及数值模拟,研究钢管桩单桩复合地基的荷载沉降特性及钢管桩轴力、桩侧摩阻力以及桩身弯矩的变化规律。研究结果表明:由现场试验所得的P-s(荷载-位移)、s-lgt(位移-时间的对数)以及s-lgp(位移-荷载的对数)曲线没有明显可以确定极限承载力的特征点,根据规范采取控制沉降的方式给出极限承载力特征值为200 kPa,并可以此作为设计依据。根据数值模拟中钢管桩的总沉降量以及荷载沉降"归一化曲线",数值模拟可以作为现场试验的必要补充。数值模拟结果显示:桩身轴力呈"D"状分布,最大值为59.8 kN;在距桩顶2 m桩长范围内有负摩阻力产生,其余部位均为正摩阻力,负摩阻力最大值约为130 kPa,正摩阻力最大值约为50 kPa,且桩身中性点并不唯一;桩身上部有弯矩产生,但数值很小,对钢管桩稳定性的影响可以忽略。     

惠民凹陷沙三段岩性油藏勘探中地震技术的应用

针对惠民凹陷岩性油藏勘探存在的难题,开展了岩性油藏勘探技术研究。以地震、地质资料为基础,采用井震联合及小波变换技术,完善了层序地层等时格架建立方法,确定了各三角洲的时空展布规律。应用多元综合标定、地震相划分、正演模拟和测井约束反演一系列技术,实现了不同沉积类型有利砂体的描述。形成了适合惠民凹陷沙三段岩性油藏勘探的技术系列,可以指导惠民凹陷沙三段岩性油藏的勘探。     

组合梁-方钢管混凝土柱框架结构抗震性能的pushover分析

采用考虑组合梁多材料截面引起的正向、负向刚度、强度和承载力不同的截面本构模型,建立了组合梁结构的弹塑性分析模型,对一个15层的钢混凝土组合梁-方钢管混凝土柱框架结构开展了多遇地震、罕遇地震下的pushover分析,为组合框架结构体系的抗震性能分析以及pushover方法在该体系中的应用提供了参考。在此基础上,与钢梁-方钢管混凝土柱框架结构、钢梁-钢筋混凝土柱框架结构进行对比研究,比较了几种结构的动力特性,表明组合梁-方钢管混凝土柱框架结构体系相对于其它两种框架结构体系具有更好的抗震性能。     

Effect of train dynamics on seismic response of steel monorail bridges under moderate ground motion

This study is intended to investigate the seismic response of steel monorail bridges using three‐dimensional dynamic response analysis. We particularly consider monorail bridge–train interaction when subjected to ground motion that occurs with high probability. A monorail train car with two bogies with pneumatic tires for running, steering and stabilizing wheels is assumed to be represented sufficiently by a discrete rigid multi‐body system with 15 degrees of freedom (DOFs). Bridges are considered as an assemblage of beam elements with 6 DOFs at each node. Modal analysis is used for dynamic response analysis under moderate earthquakes. The seismic response of an advanced monorail bridge that adopts a simplified structural system and composite girders is investigated through comparison with seismic responses of a conventional bridge. The acceleration response of a monorail train is also calculated to investigate the effect of structural types of bridges on the train's dynamic response during earthquakes. Results show that the seismic responses of the advanced bridges are greater than those of the conventional monorail bridge because of the simplified structural system and increased girder weight that is attributable to composite girders of the advanced bridge. Moreover, the train on the advanced bridge shows greater dynamic response than that on the conventional bridge. Observations reveal that the dynamic monorail train system acts as a damper on the monorail bridge. That fact shows that the existing design, which considers a train as additional mass, yields a conservative result. Copyright © 2006 John Wiley & Sons, Ltd.     

广东南山花岗岩形成时代、地球化学特征与成因

广东南山花岗岩体位于陂头复式岩体西端,锆石的SHRIMP U-Pb年龄为158.1±1.8Ma,是燕山早期岩浆活动的产物。岩石化学特征显示岩体以高硅、富碱、贫Ca和Mg以及高TFeO/MgO、低CaO/Na2O为特征。其K2O/Na2O〉1,A/NK=7.8~11.92,A/CNK=1.33~1.68,属过铝质碱性岩石。在稀土和微量元素组成上,岩石富含稀土元素（除明显的负Eu异常,δEu=0.09~0.16）以及Zr、Y、Th、U、Nb等高场强元素,贫Ba、Sr、Ti等,高10000x Ga/Al（比值大于2.6）。在Zr、Nb、Ce、Y对10000×Ga/Al以及TFeO/MgO-SiO2等A型花岗岩多种判别图上,投影点主要落在A型花岗岩区,而与高分异的I、S型花岗岩明显不同。这些特征均指示,南山岩体具有铝质A型花岗岩的特点。通过Y-Nb-3Ga和Y-Nb-Ce构造环境判别图解将其进一步划分为A2型花岗岩,代表其形成于拉张的构造背景之下。本文在此研究基础上,认为南山花岗质岩浆可能形成于相对挤压的中侏罗世。而在晚侏罗世早期相对拉张的作用下,岩石圈减薄,软流圈地幔上涌,地壳的泥质岩和少量砂质岩受到幔源流体富集后发生部分熔融后上侵形成铝质A型花岗岩,且有较强的结晶分异作用。     

柱承式立筒群仓结构模型振动台试验研究

为研究不同贮料状态下钢筋混凝土柱承式立筒群仓结构的动力特性及其在地震作用下的动力响应规律,对缩尺比例为1:25的3×3组合柱承式立筒群仓结构模型进行了振动台试验。试验结果表明:柱承式筒仓结构具有"上刚下柔"的特性,使其加速度响应和整体变形均沿高度呈折线型,折点在刚度突变的柱顶和仓壁连接部位;贮料状态对立筒群仓结构动力特性的影响较大,随着贮料质量的增加,群仓模型加速度响应、位移响应的弯折效应均更加明显,边仓和角仓的加速度响应均逐渐增大;贮料及其与仓体间相互作用对耗能的贡献随着台面加载等级的增加而逐渐加大。     

Composite suspended sediment particles and flocculation in glacial meltwaters: preliminary evidence from Alpine and Himalayan basins

Research over the last decade has shown that the suspended sediment loads of many rivers are dominated by composite particles. These particles are also known as aggregates or flocs, and are commonly made up of constituent mineral particles, which evidence a wide range of grain sizes, and organic matter. The resulting in situ or effective particle size characteristics of fluvial suspended sediment exert a major control on all processes of entrainment, transport and deposition. The significance of composite suspended sediment particles in glacial meltwater streams has, however, not been established. Existing data on the particle size characteristics of suspended sediment in glacial meltwaters relate to the dispersed mineral fraction (absolute particle size), which, for certain size fractions, may bear little relationship to the effective or in situ distribution. Existing understanding of composite particle formation within freshwater environments would suggest that in‐stream flocculation processes do not take place in glacial meltwater systems because of the absence of organic binding agents. However, we report preliminary scanning electron microscopy data for one Alpine and two Himalayan glaciers that show composite particles are present in the suspended sediment load of the meltwater system. The genesis and structure of these composite particles and their constituent grain size characteristics are discussed. We present evidence for the existence of both aggregates, or composite particles whose features are largely inherited from source materials, and flocs, which represent composite particles produced by in‐stream flocculation processes. In the absence of organic materials, the latter may result solely from electrochemical flocculation in the meltwater sediment system. This type of floc formation has not been reported previously in the freshwater fluvial environment. Further work is needed to test the wider significance of these data and to investigate the effective particle size characteristics of suspended sediment associated with high concentration outburst events. Such events make a major contribution to suspended sediment fluxes in meltwater streams and may provide conditions that are conducive to composite particle formation by flocculation. Copyright © 2002 John Wiley & Sons, Ltd.     

The magnetic anisotropy of the Yampi Sound hematite ores

Summary The magnetic fabric of the Yampi Sound hematite ore bodies of Cockatoo and Koolan Island in Western Australia has been determined with a low field torque meter in an attempt to investigate the origin of the ores. The ore bodies are conformable with a ferruginous sedimentary sequence, which has been folded into overturned synclines and anticlines. Each ore body shows a consistent distribution of the principal susceptibility axes due to a preferred alignment of the trigonal axes of hematite, but the magnetic fabric is not related to the sedimentary structure of the ores. For the Cockatoo Island ore body the magnetic fabric indicates the presence of an axial plane foliation within the ore, suggesting that the preferred crystalline alignment is caused by arecrystallization of hematite during the folding of the sediments. The magnetic fabric of the ore bodies on Koolan Island is not related to either bedding or axial planes. This can be explained by assuming that the hematite recrystallized during an earlier stage of the folding process and that then the limbs of the fold were rotated into their present position. High field torque measurements on several ore specimens indicate a preferred crystalline alignment of hematite of about 25%. The ferruginous sediments of Cockatoo Island show a composite fabric caused by the superposition of two foliations, one being the bedding plane and the other the axial plane foliation impressed during the folding of the sediments.     

CFRP composite retrofitting effect on the dynamic characteristics of arch dams

The purpose of this study is to investigate the effect of retrofitting dynamic characteristics of a damaged laboratory arch dam model, subsequently repaired with high-strength structural mortar and strengthened with composite carbon fiber reinforced polymer. This study constructed in laboratory conditions is a prototype arch dam–reservoir–foundation model. Five test cases of ambient vibration on the arch dam model illustrate the changes in dynamic characteristics: natural frequency, mode shape, and damping ratio, before and after retrofitting. The ambient vibration tests collected data from the dam body during vibrations by natural excitations which provided small impacts and response signals from sensitivity accelerometers placed at crest points. Enhanced Frequency Domain Decomposition Method in the frequency domain extracts the experimental dynamic characteristics. At the end of the study, experimentally identified dynamic characteristics obtained from all test cases have been compared with each other. Apparently, after the retrofitting, the natural frequencies of the dam body increased considerably, demonstrating that the retrofitting, including repairing and strengthening is very effective on the flashback of initial dynamic characteristics.     

勘查天然气水合物资源的海洋可控源电磁发射系统

海洋可控源电磁探测(MCSEM)是勘查天然气水合物资源的有效方法之一.海洋可控源电磁发射系统是实现MCSEM的重要硬件组成部分.本文以天然气水合物在海底的一维地电模型为例,研究电偶源发射频率、发射偶极侧向漂移、源偶极矩大小对电场响应的影响,进而指导发射系统研制.该系统包括:甲板升压控制单元,可将船载大功率电能升为高压并通过万米光电复合缆输送至海底的发射机;水下变压器,可将深拖缆中的大功率高压转换为低压;拖曳式大功率电磁发射机,其内部的控制电路硬件和嵌入式驱动软件可将水下变压器输出的电能逆变为大功率矩形脉冲,并通过发射偶极将脉冲发送至海水介质中;借助水动力学设计的发射机拖体,用于装载发射系统水下部件和保持拖曳过程中的平衡与稳定;甲板端上位机监控单元,利用万米光电复合缆中的光纤实现船上计算机与海底发射机的远程数据通信.2012年5月和2013年5月海洋试验的结果均表明,所研制的发射系统可作为天然气水合物资源勘探的有效激励场源.     

基于置信区间的地震压埋人员实时伤亡状态预估模型

在震后应急救援宏观决策中,地震压埋人员的实时伤亡状态是最重要的定量指标和参考依据。因此,以置信度区间为工具,对影响伤亡状态的参数即初始伤亡指数Co、囤陷环境S和体质综合指数B进行了区间分析,建立了实时伤亡状态模型,并以汶川地震灾区为例,对不同人员的伤亡状态进行了预估,预估值与实际情况的误差为10%左右,表明该模型可供震后应急救援工作参考。     

强震环境下建筑复合节能墙体抗震性能评估模型

现阶段针对建筑复合节能墙体的抗震性能评估主要根据强震发生后墙体损毁程度实现,评估结果精确度低,因此构建强震环境下建筑复合节能墙体抗震性能评估模型,根据复合节能墙体构件的强度和刚度退化系数,描述强震环境下建筑复合节能墙体损伤情况;在此基础上,采用动态增量分析法(IDA)在不同强度地震动输入条件下,根据建筑复合节能墙体结构响应参数和地震动强度参数构建2种参数的关系曲线——IDA曲线,利用R-O单一函数曲线规则化IDA曲线,获取IDA概率分位曲线,并将50%概率分位曲线斜率用于描述墙体结构损伤的变化,该曲线斜率则为墙体结构损伤指数,依据该指数准确评估强震环境下建筑复合节能墙体抗震性能。实验结果表明,所构建模型可准确分析不同峰值地面加速度时建筑复合节能墙体结构的位移变化,且模型随地震等级不断提升,评估建筑复合节能墙体抗震性结果精度逐渐提高,是一种适合强震环境的建筑复合节能墙体抗震评估模型。