同位素技术在海洋倾废区选划中的应用

本文从以往海洋倾废区选划中存在的问题出发，结合国内外海洋倾废区的选划实例，论述了同位素技术在海洋倾废区选划中的重要作用。为了提高倾废区的选划质量，作者建议尽快制定《海洋倾废区选划规范》，并将有关的同位素技术纳入该规范之中。     

Elevated curing temperature-associated strength and mechanisms of reactive MgO-activated industrial by-products solidified soils

Abstract

Alkali-activated industrial by-products (granulated blast furnace slag, Class F fly ash) by traditional alkali activator (such as NaOH and Na₂SiO₃) serves as a partial replacement for Portland cement in soil stabilization projects and suffers from environmental and technical problems. Reactive MgO – a greener and more practical alternative has recently emerged as a potential activator for slag and fly ash, but its micromechanisms of alkaline activation still need to be deeply investigated for strength improvement of soils. Hence, this study focuses on the strength and hydration properties of reactive MgO-slag and MgO-fly ash solidified soils, especially incorporating the impact of elevated curing temperature. Reactive MgO is proved to be excellent as a novel activator for activation of slag and fly ash, and their activating efficiency increases with elevated curing temperature that helps to remarkably enhance the compressive strength of soils. The major hydration products for reactive MgO-slag solidified soils, detected jointly by X-ray diffraction, scanning electron microscopy and thermogravimetric/differential thermogravimetric tests, are calcium silicate hydrate gels and hydrotalcite-like phases. The primary hydration products for MgO-fly ash solidified soils are magnesium silicate hydrate gels and Mg(OH)₂. That is just the intrinsic reason why the microstructure of solidified soils becomes much denser and the mechanical behavior is significantly improved. The minor carbonate phases such as magnesium carbonate and/or calcite are also observed in reactive MgO-slag and MgO-fly ash solidified soils, depending on the period of exposure to air. The curing temperature and binder amount are proved to be the two major factors governing the hydration process of reactive MgO-slag and MgO-fly ash blends. A higher curing temperature and binder amount can generate more hydration products, but their chemical compositions such as accurate element ratios need to be investigated in the future study.     

Forced vibrations of a beam elastically restrained against rotation and carrying a spring–mass system

An exact solution for the title problem is obtained in closed form fashion in the case of a Bernoulli–Euler beam. It is assumed that the exciting force is applied to the mass which is elastically mounted on the beam. The mathematical model constitutes a first order approximation to a motor or engine elastically mounted on a structural element. The operation of the machine generates a transverse, sinusoidally varying force. The problem is of basic interest in mechanical, naval and ocean engineering systems from the point of view of the determination of dynamic displacements and stresses; sound radiation calculations, etc. The present problem arose in connection with the mounting of an engine on a structural beam in a small naval vessel and when excessive vibrational level was noted. This study was undertaken in order to understand the physical problem and to correct the mechanical situation     

模糊线性判别函数与权重初始化超球面

将非线性神经元及多层感知机分类行为分析建筑在模糊集理论基础上，提出模糊线性判别函数、模糊判别面、模糊模式分类等概念，并引导出将多层感知机的隐层权重值均匀地分布在权重空间超球面上的网络初始化方法。以一系列实验验证此方法能明显提高多层感知机收敛性能，且与所用的学习算法、神经元的激励函数形式无关。     

Tracing Method of Natural Sediments by Neutron Activation and Its Application

A new method of Neutron Activation Analysis (NAA) for sediment movement study is presented in this paper. Through analyzing the natural sediment, the information about natural tracing agents has been obtained, which can show the direction of sediment movement and relative discharge of sediment transportation. Test results in some areas, such as Shantou Harbour and Hangzhou Bay, are in good agreement with those from normal hydrologic measurements and some results are not obtainable with the latter. The NAA is economical, practical and reliable, and should be widely used in engineering practice.     

海洋大气气溶胶的采集和中子活化分析的应用

本工作应用带有风向风速自动控制的M241大容量空气颗粒采样器,采集了海洋大气中的气溶胶,采用中子活化分析方法,分析了样品中的重金属元素。结果表明,该采样系统具有较准确的流量测定,较均匀的样品捕集,适应于海洋大气气溶胶样品分析,中子活化分析可同时测定海洋大气中Na、Al、V 等不同来源指示元素。     

Physical and Mechanical Characteristics of Seabed Sediment Microstructure in the Northern Shelf of the South China Sea

In the present work, the scanning electron-microscopic observations, electronprobing (energy spectrum) analyses and the analyses of physico-mechanical parmeters have been made for the sediments from two areas of the South China Sea Shelf (i.e., the sea area off the Pearl River mouth and the sea area to the south of Hainan Island); the relaion between the microstructures and the geotechnical (engineering) properties of the shelf seabed sediments has been investigated. Results of analyses reveal the diversity of the micro-structures of sediment and lead to a preliminary micro-structures classification. According to the packing and interconnecting (mutual cotacting) styles of sediment grains, the structure of pores and based on the physical and mechanical parameters, it is possible to comprehensively assess the engineering property of the microenvironments of marine sediments.     

渤海莱州湾凹陷不同类型烃源岩活化能影响因素分析

选取不同干酪根类型的低熟烃源岩作为剖析对象,从干酪根类型、干酪根中有机硫含量、可溶有机质和黏土矿物对烃源岩活化能的影响进行研究,结果表明:Ⅱ₁和Ⅰ干酪根活化能分布范围窄,Ⅱ₂和Ⅲ干酪根活化能分布范围宽,干酪根平均活化能Ⅲ>Ⅱ₂>Ⅰ>Ⅱ₁;有机硫含量高的干酪根平均活化能低,有机硫对烃源岩生烃起催化作用;可溶有机质的存在影响烃源岩平均活化能的大小和分布特征,可溶有机质分布在活化能低值区间,对烃源岩生烃起催化作用;烃源岩黏土矿物中伊/蒙混层含量高,平均活化能高;伊利石含量高,平均活化能低,伊利石对烃源岩生烃起催化作用。      

M5. 1地震引起的一个不寻常的砂砾层大范围液化——盐溶的液化活化效应及其机理

地震液化阈值是一个非常重要的科学问题,一般认为M5地震不会形成大面积的液化。2009年12月14日,中国新疆哈密市发生了M5. 1中等地震,震源深度仅4 km。地震砂脉网格在平面从几十厘米到2 m以上;砂脉纵断面呈楔形、倾斜（平均75. 10°）,分选较好。通常情况下,它们通过液化和流化分异作用发生在细粒丰富的盐渍砂砾层（SSGL,Salinization Sand—Gravel Layer）和盐粒砂砾层（SGSGL,Salt- Grain—Sand—Gravel Layer）中,尽管没有细粒盖层和源砂,但这些盐渍的砂砾层极易在盐溶后发生活化,颗粒之间的摩擦力骤降,液化上涌而形成砂脉。液化边界距震中可达80 km,甚至可能达到120 km,相当于M7. 0~8. 0级地震的液化最远距离。哈密地区之所以能在M5. 1地震作用下形成远程砂脉,主要由于以下5个优势：① 砂泥的盐溶液中细粒组分容易发生液化流化。浓盐水能够降低颗粒的剪切能力,平均降低25%~75%左右,使地震液化阈值降低到 0. 15~0. 05 g（以0. 2 g为一般阈值）。与此同时,浓盐水由于密度大,盐水可使淡水最小流化速度（Umf）降低12. 51%~21. 58%,有利于流化。 ② 广泛分布的盐渍砂砾层和盐粒砂砾层。 ③ 震源极浅（深度仅4 km）。 ④ 基底极浅（深度0~3 m）。 ⑤ 表层盐屑混合盖+盐渍砂砾层+盐粒砂砾层+极浅基岩基底组成了特殊的三明治结构。通过对液化流化的形成机理研究表明,砂主要来自砂脉底部的砂砾层的流化分选,流化分选会在砂脉底部的砂砾层中形成一个分选晕。     

盆山地壳横向变化对挤压构造变形的影响——来自砂箱模拟实验的启示

前陆克拉通与造山带增生楔在地壳结构、力学性质等方面有明显的差异。挤压作用使盆山地壳横向变化通过构造变形表现出来。本文设计了具有深浅两个滑脱层"克拉通"与不同能干性的"造山楔"接触砂箱模型,通过模拟实验分析了盆山地壳横向差异变化对挤压构造变形的影响。实验结果表明,端部的挤压收缩位移由刚性的"克拉通"推挤相对软弱的"造山楔"使之形成挤压"冲起构造",而"造山楔"发生收缩变形的同时也斜向推挤刚性的"克拉通",并通过克拉通内部的滑脱层将收缩应变向克拉通内部传递。受不同深度滑脱层发育的影响,"克拉通"发育分层不协调收缩变形。在挤压作用下,随着"造山楔"与"克拉通"地壳在横向上能干性差异的增加,"造山楔"收缩形成的"冲起构造"幅度减小,而向"克拉通"侧向(斜向)挤压形成的"反冲构造"幅度增加,"造山楔"通过深层滑脱层向"克拉通"传递收缩应变的调节能力减弱,通过浅层滑脱层向"克拉通"传递收缩应变的调节能力增强。"造山楔"由深层过渡至浅层形成强变形带,由"克拉通"边缘至内部形成的深层冲断褶皱与浅层褶皱冲断组合过渡为深层褶皱与浅层的褶皱冲断组合,"克拉通"边缘的冲断带由深层的前展式楔状逆冲叠瓦扇构造向"克拉通"内部的浅层褶皱组合过渡。实验结果为理解中国西北部复杂山前冲断带构造的形成机制具有启示作用。