氧化亚铁硫杆菌生长迟缓期的影响因素

以溶液中Ｆｅ２＋ 的氧化表征氧化亚铁硫杆菌的生长规律,研究了初始ｐＨ 值、温度、静置与振荡培养、接种量、接种状态以及雄黄、雌黄对细菌生长迟缓期长短的影响．研究结果表明：适宜的初始ｐＨ 值（２．０～２ ．５） 、温度（３０～３５ ℃）、振荡培养、大的接种量以及处于对数生长期的菌种有相对较短的迟缓期;雄黄、雌黄的存在,延长了细菌生长的迟缓期,抑制了细菌的生长与繁殖．     

PHC管桩机械性连接接头抗拔性能有限元分析

为研究抱箍式连接接头、啮合式连接接头以及内扣式连接接头在受拉状态下的力学性能,基于ABAQUS平台建立三种接头的有限元模型,对三种接头的抗拔性能进行分析。研究结果表明：抱箍式连接接头试件受拉时,拉力主要由连接卡承担。抱箍式连接接头试件最终由于连接卡与端板外侧变形过大而破坏。啮合式连接接头试件受拉时,拉力全部由连接块与连接销承担。试件因连接销受拉应变过大而破坏。内扣式连接接头试件受拉时,拉力主要由内扣件承担,试件最终因内扣件受拉应变过大而破坏。内扣式连接接头不能满足管桩的抗拔连接要求,啮合式与抱箍式连接接头可以满足抗拔要求。啮合式连接接头承载能力高,受力直接,是最经济合理的机械性连接接头。     

带有记忆项波方程的不指数衰减

文章研究耦合的波方程的衰减性,我们知道带有一个记忆项的波方程无指数衰减,但随着控制的加强,带有两个记忆项的波方程仍无指数衰减.     

Precorrected-FFT method for EM scattering from composite metallic-dielectric objects

The volume-surface integral equation(VSIE) ,the surface integral equation(SIE) and the volume integral equation(VIE) of EM scattering problem are converted into linear equations with the method of moment,then the precorrected-FFT method is used to solve the linear equations.To overcome the drawback of conventional stencil topology,two kinds of improved stencil topology,stencil topology B and stencil topology C,are presented,and the construction and actual performance of the three kinds of stencil topology a...     

基于智能手机和数字图像相关的模型实验变形场测量标点法

为提高模型实验位移测量精度和效率,通过智能手机作为图像采集工具,结合数字图像相关技术获取不同载荷状态下附着于被测体表面标点的位移。基于标点法的基本原理引入刚体运动补偿法进行误差校正以提高测量精度,同时通过实验验证了标点法的可靠性。将标点法应用于相似材料模型实验变形场量测中,在模型表面设置自行研制的数字图像相关技术(digital image correlation, DIC)和全站仪两用标点,利用标点法获取岩层位移,并使用全站仪和百分表同步量测,验证其有效性。结果表明:通过刚体运动补偿法进行误差校正,标点法具有与商业测试系统相当的精度;标点法所测得岩层变化均与实际情况一致,该方法测量结果与百分表的测量结果最大相对偏差为6.1%,与全站仪最大相对偏差为5.7%,满足模型实验测量的精度要求。研究成果为进一步研究覆岩变形和动态沉陷规律提供了新的监测手段。     

Cellular lightweight concrete containing high-calcium fly ash and natural zeolite

Cellular lightweight concrete (CLC) with the controlled density of approximately 800 kg/m3 was made from a preformed foam, Type-I Portland cement (OPC), fly ash (FA), or natural zeolite (NZ), and its compressive strength, setting time, water absorption, and microstructure of were tested. High-calcium FA and NZ with the median particle sizes of 14.52 and 7.72 μm, respectively, were used to partially replace OPC at 0, 10wt%, 20wt%, and 30wt% of the binder (OPC and pozzolan admixture). A water-to-binder mass ratio (W/B) of 0.5 was used for all mixes. The testing results indicated that CLC containing 10wt% NZ had the highest compressive strength. The replacement of OPC with NZ decreased the total porosity and air void size but increased the capillary porosity of the CLC. The incorporation of a suitable amount of NZ decreased the setting time, total porosity, and pore size of the paste compared with the findings with the same amount of FA. The total porosity and cumulative pore volume decreased, whereas the gel and capillary pores increased as a result of adding both pozzolans at all replacement levels. The water absorption increased as the capillary porosity increased; this effect depended on the volume of air entrained and the type or amount of pozzolan.     

Analysis on the Library Book Utilization

高校图书馆的主要职责是充分发挥图书资源的作用,为学校的教学科研服务.馆藏资源的利用是高校图书馆工作的重点,图书利用率持续走低,严重制约了高校图书馆的发展.文章主要讲述了如何促进高校图书馆的发展.     

基于灰狼粒子群混合算法的相机标定优化方法

针对传统标定方法参数考虑较少、标定精度不高的缺点,将群智能算法思想应用其中,并在现有的粒子群算法和灰狼算法基础上进行优化,取长补短,提出一种混合算法.首先,基于张正友方法获得标定的参数范围,在该范围内随机生成参数作为初始值,然后以最小平均误差为准则,利用灰狼粒子群优化混合算法,建立目标函数,进一步求解相机的内外参数.研究结果表明,该算法求解结果准确、稳定,可重复操作,可以有效地提高标定精度,结果好于其他几种方法.     

带帽PTC管桩在高速公路深厚软土地基处理中的应用

针对常规的水泥土搅拌桩、CFG桩等复合地基在处理深厚软基中的不足,介绍了PFC管桩复合地基加国深厚软土地基时的施工工艺、沉降控制计算方法,结合静载荷试验及现场表面沉降监测,验证了PTC管桩在加国深厚软基处理的效果．     

Measurement of the Newtonian gravitational constant based on the principle of free fall

The Newtonian gravitational constant (G) is one of the fundamental physical constants. This paper introduces a method to determine the Newtonian gravitational constant based on the principle of free fall, through measuring the change of gravity from the disturbed mass with an FG5/112 absolute gravimeter. This method has good repeatability. The measurement precision can be improved by error control and a large number of experiments. The constant G is obtained by two experiments, and the measured value is (6.6665±0.0554)×10⁻¹¹ m³/(kg·s²). Supported by the National Basic Research Program of China (Grant No. 2003CB716300) and Key Project of the Knowledge Innovation Program of the Chinese Academy of Sciences (Grant No. KZCX2-YW-125)