对琼斯分样器的改进设计

分析提出了琼斯分样器在结构上存在的问题，介绍了改进措施及改进后的GF分样器的使用情况。     

Use of artificial neural network to evaluate the vibration mitigation performance of geofoam-filled trenches

Development activities in a city often generate ground vibration that can cause discomfort to the occupants in nearby buildings, disturbances to the activities undertaken in the buildings and possible damage to nearby structures. This ground vibration is caused by construction activities such as pile driving, ground compaction etc., and road and rail traffic. The use of trenches has been an effective way to mitigate the adverse effects of such ground vibration. The effectiveness of the trench depends on many parameters including the properties of the vibration source, soil medium and trench in-fill material, trench dimensions and the requirements of the receiver. The process of selecting an effective trench for vibration mitigation can therefore become complex due to the influence of a number of parameters and their wide range of values. This paper investigates the use of artificial neural network (ANN) as a smart and efficient tool to predict the effectiveness of geofoam-filled trenches to mitigate ground vibration. Towards this end, a database is developed from an extensive study on the effects of the controlling parameters through numerical simulations with a validated finite element (FE) model. At a certain distance from the vibration source, a geofoam-filled trench is introduced to evaluate the efficiency of vibration mitigation with changes in key parameters such as excitation frequency, amplitude of load, trench configuration (i.e. depth and width), soil shear wave velocity, soil density and damping ratio. These were selected as the input parameters for the ANN while amplitude reduction ratio and peak particle velocity (PPV) were considered as outputs. A multilayer feed forward network was used and trained with the Levenberg-Marquardt algorithm. Neural networks with different configurations were evaluated by comparing coefficient of determination (R²) and mean square error (MSE). The optimum architecture was then used to predict previous results, which revealed the accuracy and the effectiveness of the ANN approach. The findings of this study will provide useful information for vibration mitigation using geofoam-filed trenches.     

射水法造砼防渗墙施工方法

介绍了射水法造砼防渗墙技术的工作原理、适用条件、主要设备机具、工艺流程、质量控制、特殊情况处理及其施工效果.     

复杂环境下单壁路堑边坡光面爆破技术

中深孔光面爆破技术在各类工程中已得到了广泛的应用 ,但在复杂环境下进行中深孔边坡光面爆破施工 ,既要保证周围建 (构 )筑物的安全 ,又要确保边坡光面爆破效果 ,则是一个值得探讨的课题。文章阐述了耒宜路复杂环境下单壁路堑边坡光面爆破技术的实践 ,得出了相关结论 ,可供类似工程施工参考     

建筑机械偏心荷载对开挖过程中沟槽稳定性的影响研究

通过在离心场中模拟沟槽开挖过程的模型试验,讨论挖掘机等建筑机械在开挖市政管线的沟槽过程中产生的偏心荷载对沟槽稳定性的影响。试验结果表明,沟槽的破坏形态与挖掘机中心荷载作用情况下相同。据此,可利用在中心荷载作用下求得的开挖深度极限分析上限解简化式,计算建筑机械偏心荷载作用下的沟槽开挖深度,并且所得计算结果与试验结果基本吻合。结果表明:偏心距对开挖深度的影响程度因挖掘机接触压力不同而不同。挖掘机接触压力越大,偏心距对开挖深度的影响也越大。     

现代潮白河岩相与沉积相特征

以北京市通州区现代潮白河白庙沉积体为例,通过对深挖探槽、探坑和野外剖面的详细解剖,结合密集采样的分析结果,详细研究了现代潮白河白庙沉积体内部的沉积相类型。研究表明,现代潮白河白庙沉积体是一个曲流河沉积体。在现代潮白河白庙沉积体内部,共识别出8 种岩相,即块状层理细砾岩相（泥砾为主）、大型低角度槽状交错层理细砂岩相、小型低角度槽状交错层理细砂岩相、同沉积变形层理细砂岩相、平行层理细砂岩相、板状和波状交错层理细砂岩相、薄层块状层理粉砂质泥岩与细砂岩相及块状层理泥质粉砂岩相;主要发育了2 种沉积亚相和5 种沉积微相,即河道和河漫滩亚相以及河床滞留沉积、边滩、天然堤、决口扇和泛滥平原微相。潮白河白庙沉积体在垂向上共发育了3 期沉积旋回,其形成主要受沉积物供给、气候和河岸性质的控制。现代潮白河岩相和沉积相的研究,对于寻找古代曲流河岩性油气藏会有重要的启示意义,同时对潮白河今后的开发利用也具有重要的意义。     

ALD氧化铝薄膜介电性能及其在硅电容器的应用

硅基高密度电容器是利用半导体3D深硅槽技术和应用高介电常数(高K)材料制作的电容。相比钽电容和多层陶瓷电容(MLCC),硅基电容具有十年以上的寿命、工作温度范围大、容值温度系数小以及损耗低等优点。文章研究原子层沉积(ALD)制备的Al2O3薄膜的介电特性,通过优化ALD原子沉积温度和退火工艺,发现在沉积温度420℃和O3气氛退火5 min下,ALD生长的Al2O3薄膜击穿强度可大于0.7 V/nm,相对介电常数达8.7。制成的硅基电容器电容密度达到50 nF/mm2,漏电流小于5 nA/mm2。     

A Low On-Resistance SOI LDMOS using a Trench Gate and a Recessed Drain Ge Rui(葛锐), Luo Xiaorong(罗小蓉)?, Jiang Yongheng(蒋永恒), Zhou Kun(周坤),

本文提出了一种超低比导通电阻(R_on,sp) SOI槽栅凹漏MOSFET(TGRD MOSFET)。正向导通时,槽栅和凹漏的结构增加了导电区域,缩短了电流流经的路径,从而降低了比导通电阻。并且此结构中采用了RESURF结构提高了漂移区浓度,进一步降低了比导通电阻。当TGRD MOSFET的半个元胞尺寸为6.5μm时,它的击穿电压为97V,R_on,sp为0.985mΩ.cm₂。与SOI槽栅MOSFET(TG MOSFET)和常规MOSFET(Conventional MOSFET)相比,在相同的BV下,TGRD MOSFET的R_on,sp分别地降低了46%和83%。或者在相同的R_on,sp下,与SOI槽栅槽漏MOSFET(TGTD MOSFET)相比, BV提高了37%。     

城市水土保持中渗沟措施设计要点及案例分析

北京市作为严重缺水城市．如何有效利用水资源成为了社会各界关注的焦点问题。同时,雨水的收集与利用作为城市水土保持工作研究的重要课题．正逐渐被人们关注。针对目前北京市房地产建设项目地表雨水入渗与收集的情况．介绍了渗沟这一城市水土保持雨水收集与利用措施,详细分析渗沟措施设计要点及入渗能力。通过对北京市具体案例的分析。阐述了渗沟措施典型设计对雨水收集及地表水入渗的能力．提出了渗沟设计对地表雨水收集所起到的重要作用,希望对城市中水土保持渗沟措施的设计具有参考意义。