山西佰强金、多金属矿田同位素地质特征及其意义

本文探讨了佰强金、多金属矿田Rb-Sr、Pb-Pb及S、O、H同位素地质特征;成矿物质的多源性;分析了它们与五台花岗-绿岩区的渊源关系;阐述了成矿溶液中的水主要来自大气降水的事实;提出了佰强矿田的金、多金属矿床是受燕山早期次火山岩控制的,再造绿岩型金、多金属矿床的认识.     

土体的工程地质特性及其研究现况——第三次全国工程地质大会论文综述

本文介绍了1988年12月在成都召开的第三次全国工程地质大会上有关土体工程地质特性专题讨论的内容,并对在我国分布较广的和比较特殊的土类,如黄土、膨胀土、分散土、红粘土、海洋土和煤灰土等的工程地质特性和研究现状进行了阐述。     

江山机械厂新区强夯地基载荷试验分析

本文阐述了强夯土层地基载荷试验方法及这种地基的特点。试验结果表明:强夯地基具双层结构,因此,应该分层布置试验点,并应进行下卧软弱层的验算。     

海洋土力学特性的实验研究

在近海沉积物中广泛存在一种以粉质砂为主的轻亚粘土(中、低塑性少粘土),它常常是近海工程建筑物的主要持力层。本文针对南海北部湾某海区拟建混凝土重力式平台处的这种海洋上,从以下三方面研究了它的基本力学特性:(1)从常规固结不排水试验,看其与典型粘土(塑性较高)在静态剪切下的差别;(2)周期加载下的动力特性,尤其是液化和动力强度特性;(3)经受周期加载后的静态特性(预剪效应),包括不排水静强度改变规律。最后,根据这些试验成果,对这类土的力学性质作了初步的机理分析,试图从本质上解释其特有的力学性质。     

岩坡平面滑移分析的零力分块方法

采用常规的刚体极限平衡方法对岩坡稳定性进行评价的主要缺点之一,就是对整体评价的结论掩盖了岩体内部潜在危险区和相对稳定区的差别。文中首先研究了分块的稳定性,对剩余下滑力ei=0的单元分块给予特别注意,并称之为零力单元（分块）。对零力单元的几何特征及其实际意义进行了阐述和讨论,并指出凡对跨越零力单元的大分块或整体评价为稳定的边坡岩体,应特别注意岩体内潜在不稳定区。文中进一步研究了作者称之为零力边界B0的问题。若岩体内存在零力单元（分块）,当整体安全系数大于1（意味着岩体是稳定的）时,将存在一个零力右边界,其左侧（边坡临空一侧）岩体分块具潜在不稳定性;当整体安全系数小于1（意味着岩体是不稳定的）时,将存在一个零力左边界,其右侧岩体分块,在一定条件下是相对稳定的。在上述指导思想下,最后作者具体研究了陡坡极限高度的预测问题。     

Hysteretic behavior of special shaped columns composed of steel and reinforced concrete (SRC)

This paper describes a series of experimental investigations on seventeen specimens of steel reinforced concrete special shaped(SRCSS) columns under low cyclic reversed loading using parallel crosshead equipment. Nine T-shaped SRC columns, four L-shaped SRC columns and four +-shaped SRC columns were tested to examine the effects of shape steel confi guration, loading angle, axial compressive ratio and shear-span ratio on the behavior(strength, stiffness, energy dissipation, ductility, etc.) of SRCSS column specimens. The failure modes and hysteretic performance of all the specimens were obtained in the tests. Test results demonstrate that the shear-span ratio is the main parameter affecting the failure modes of SRCSS columns. The specimens with small shear-span ratio are prone to shear failure, and the primary failure planes in SRCSS columns are parallel to the loading direction. As a result, there is a symmetry between positive and negative loading directions in the hysteretic curves of the SRCSS columns. The majority of displacement ductility coeffi cients for all the specimens are over 3.0, so that the SRCSS columns demonstrate a better deformation capacity. In addition, the equivalent viscous damping coeffi cients of all the specimens are greater than 0.2, indicating that the seismic behavior of SRCSS columns is adequate. Finally, the superposition theory was used to calculate the limits of axial compressive ratio for the specimens, and it is found that the test axial compressive ratio is close to or smaller than the calculated axial compressive ratio limit.     

藏南扎西康整装勘查区岩浆岩地质特征及研究意义

受印度板块向欧亚大陆碰撞造山作用的影响,藏南地区的岩浆活动极为强烈,但在靠近主中央逆冲断裂带(MCT)的特提斯喜马拉雅锑金成矿带,目前报道的岩浆岩出露相对较少,而前人研究表明该成矿带内的诸多矿床成因与岩浆岩关系密切。扎西康铅锌多金属矿整装勘查区正是位于该成矿带东部,近期在勘查区内发现众多的侵入岩浆岩体或岩脉/墙,初步研究表明这些岩体具有酸性岩或基性岩的特征,缺失中性岩,具有典型的双峰式岩浆岩特征。这些成果为科研工作者今后探讨勘查区内乃至整个藏南地区的岩浆活动—构造演化以及与成矿作用的关系提供了新的研究对象,进而为准确地建立区内新的成矿模式和找矿模型提供了初始的基础地质资料。     

基于机器学习技术的逐时雾事故判别气象模型

为进一步提高雾天交通安全气象保障精细化能力,以江苏、安徽高速公路雾事故多发路段为例,利用2012—2018年事故信息与气象资料,建立一种基于变量选择和特征提取的逐时雾事故判别支持向量机模型。模型参照递归特征消除思路选择事故发生时间、地理位置、气象环境等重要变量,使用主成分分析提取重要变量的主要特征,并以径向基为核函数、以网络搜索确定最优参数。结果表明：结合重要变量选择和主成分分析的支持向量机混合模型能够成功识别出训练集81.4%和测试集83.0%的事故样本,AUC分数均为0.946;判别效果优于支持向量机单独算法,以及仅基于重要变量选择或主成分分析的支持向量机算法;3个典型实例分析也说明该模型对于阶段性或持续性大雾天气下的交通事故发生有一定判识与警示意义。     

型钢混凝土柱受剪承载力的统一计算公式

随着高强、超高强混凝土应用于型钢混凝土结构,型钢混凝土柱受剪承载力的计算缺乏统一的计算公式。为了能够反映型钢混凝土柱的实际受力,提出了以混凝土抗拉强度为基础、考虑型钢与混凝土共同工作的受剪承载力公式。公式形式简单并且能够与《混凝土结构设计规范》(GB50010-2002)衔接,适用于工程实践。通过77根型钢高强、普强混凝土柱的对比分析,计算结果与试验结果吻合。公式可应用于混凝土强度在C30~C80之间的型钢混凝土柱,可以将型钢普强混凝土柱和型钢高强混凝土柱的受剪承载力计算统一,因此可称之为型钢混凝土柱受剪承载力的统一计算公式。     

Effect of seismic design details on hysteresis performance of SRC-RC transfer columns

Four types of seismic design details were tested using 11 transfer column specimens and one comparison specimen of RC under low cyclic reversed loading. Test results show that diagonal cracks control the failure pattern and damage occurs mainly in the RC section with weak shear capacity in the transfer columns. There is a large difference in the bearing capacity and ductility of the transfer columns according to the test results, which indicates that the strengthening effect of diverse structural measures is quite different. The section ratio of I-section-encased steel and the axial compression ratio also have a great influence on the bearing capacity and ductility. Although the bearing capacity of transfer columns with additional longitudinal bars and additional X bars is relatively large, they have poor deformation capacity. Setting more stirrups along the columns is the best structural measure to enhance the seismic performance. The studs on the I-sectionencased steel by welding can help to complete the stress transfer between the steel and concrete, and avoid performance degradation of the two materials due to bonding failure.