再生骨料混凝土抗压强度的试验研究及其机理分析

通过试验研究再生骨料取代率对C20、C30再生骨料混凝土(RAC)流动性和抗压强度的影响,结果表明:再生骨料混凝土坍落度随再生骨料取代率增大而减小;当再生骨料取代率为20%、40%、60%、80%和100%时,再生骨料混凝土抗压强度较普通混凝土均明显降低,最大降幅分别达27.5%、28.4%;取代率为50%时再生骨料混凝土抗压强度较普通混凝土分别高出7.2%、6.1%。SEM图像显示旧浆体区内存在较多微裂纹,而新浆体区结构更致密。再生骨料取代率及界面过渡区微观结构是影响再生骨料混凝土抗压强度的主要因素。提高再生骨料品质、优化再生骨料级配、改善界面过渡区微观结构是提高再生骨料混凝土抗压强度的根本途径。     

煤矿井下R-OTDR光纤EEMDMAF去噪算法研究

针对煤矿井下管道存在的潜在瓦斯泄露、粉尘爆炸等问题,提出了基于Ｒ-OTDＲ( Ｒaman Optical Time Domain Ｒeflectometry) 分布式光纤温度传感器的管道安全监测方法,分析了Ｒ-OTDＲ 光纤的技术原理。对于采集过程中温度信号噪声干扰问题,分别采用滑动平均滤波和EEMD( Ensemble Empirical Mode Decomposition) 两种方法进行去噪。仿真结果表明,单独使用两种方法都不能得到最优的去噪结果。将融合滑动平均滤波及EEMD去噪算法,并采用3 个指标用于效果判定。实验结果表明: 先滑动平均再EEMD 能有效去除信号中的干扰噪声,极大地提高了信噪比和系统测量精度,相比传统算法而言,系统传感效率更高。     

基于多孔介质模型的储层裂缝孔隙度计算方法

针对裂缝性储层裂缝孔隙度定量计算的难题,提出了一种基于多孔介质模型的储层裂缝孔隙度计算方法。通过定义孔隙纵横比谱函数表征岩石裂缝分布特征及对岩石宏观岩石物理特征的影响,并代入多孔介质模型中,建立含裂缝条件下多孔介质模型。理论正演表明,孔隙纵横比谱分布特征与岩石体积模量变化一一对应,通过建立岩石模量反演函数,利用现场阵列声波测井资料实现孔隙纵横比谱定量反演,进而计算裂缝孔隙度。应用结果表明,计算的裂缝孔隙度能够较好地反映储层裂缝发育情况,与电成像测井计算结果吻合较好,文中方法所计算的裂缝孔隙度符合实际生产情况,为裂缝孔隙度计算提供一种新的途径,扩展了阵列声波测井应用范围。     

大气声传播通道的声源当量估计方法

提出了一种基于大气声传播通道的爆炸声源能量估计方法,通过将计算大气声学的传播能量分布结果与大气中传播的声压幅度衰减模型相结合,使用平流层通道与热层通道传播损失能量比例作为修正量,提高了对爆炸声源能量的估计精度。在多次地面爆炸实验得到的数据中,使用观测距离800 km以上且同时存在平流层通道与热层通道的次声接收信号,对比了平流层顶风速修正的能量估计方法与该文提出的基于大气声传播通道的能量估计方法。实验结果验证了相对于传统风速修正的能量估计方法,该方法可显著降低估计误差。     

基于等效密度流体模型的地声参数分析

目前的地声参数反演多采用液态海底模型,但是实际海底为多孔弹性海底。该文在等效密度流体模型基础上,通过计算液态海底和多孔弹性海底的反射系数及传播损失,给出了等效密度流体模型和液态海底模型的等效性分析。数值仿真结果表明在低频情况下,多孔弹性海底给出的快纵波声速与等效密度流体模型给出的声速以及等效密度流体的实部与真实的海底密度基本一致。将等效密度流体模型近似看作液态海底模型进行反射系数和传播损失计算,在小掠射角和远距离时,计算结果表明与多孔弹性海底计算结果具有较好一致性,从而以此为依据确定海底为液态,进行地声参数反演。     

Role of a high ground-state centrifugal barrier in the breakup of the 31Ne nucleus

An analysis of the breakup of the \begin{document}$ ^{31}{\rm Ne} $\end{document} weakly-bound neutron-halo system on a lead target is presented, considering the \begin{document}$ 2p_{3/2} $\end{document} and \begin{document}$ 1f_{7/2} $\end{document} ground-state configurations. It is shown that a high centrifugal barrier almost wipes out the breakup channel, thus assimilating the breakup of a weakly-bound system to that of a tightly-bound system, and also reduces the range of the monopole nuclear potential. Consequently, a high centrifugal barrier prevents the suppression of the Coulomb-nuclear interference (CNI) peak by weakening couplings to the breakup channel and reducing the range of the monopole nuclear potential, two main factors that would otherwise suppress such a peak. The present study also identifies couplings to the breakup channel and a long-ranged monopole nuclear potential as the main factors that lead to the suppression of the CNI peak. A low centrifugal barrier together with a Coulomb barrier would also effectively prevent the suppression of the CNI peak in proton-halos as reported in the case of the \begin{document}$ ^8{\rm B} $\end{document} proton-halo.     

Dynamic melt flow of nanocomposites based on poly-ɛ-caprolactam

 The dynamic flow behavior of polyamide-6 (PA-6) and a nanocomposite (PNC) based on it was studied. The latter resin contained 2 wt% of organoclay. The two materials were blended in proportions of 0, 25, 50, 75, and 100 wt% PNC. The dynamic shear rheological properties of well-dried specimens were measured under N₂ at T=240 °C, frequency ω=0.1–100 rad/s, and strains γ=10 and 40%. At constant T, γ, and ω the time sweeps resulted in significant increases of the shear moduli. The γ and ω scans showed a complex rheological behavior of all clay-containing specimens. At γ=10% the linear viscoelasticity was observed for all compositions only at ω>1 rad/s, while at γ=40% only for 0 and 25 wt% of PNC. However, the effect was moderate, namely decreasing G′ and G′′ (at ω=6.28 rad/s; γ=50%) by 15 and 7.5%, respectively. For compositions containing >25 wt% PNC two types of non-linearity were detected. At ω≤ω_c=1.4 ± 0.2 rad/s yield stress provided evidence of a 3-D structure. At ω > ω_c, G′ and G′′ were sensitive to shear history – the effect was reversible. From the frequency scans at ω > ω_c the zero-shear relative viscosity vs concentration plot was constructed. The initial slope gave the intrinsic viscosity from which the aspect ratio of organoclay particles, p=287 ± 9 was calculated, in agreement with the value calculated from the reduced permeability data, p=286. Received: 24 May 2001 Accepted: 27 August 2001     

A lattice boltzmann model for compressible perfect gas

A new lattice Boltzmann model for compressible perfect gas is proposed. The numerical example shows that it can be used to simulate shock wave and contact discontinuity. The results are comparable with those obtained by traditional methods. The ratio of specific heats γ may be chosen according to the requirement of problems. The project supported by the National Natural Science Foundation of China     

高性能固化剂在天津软弱地基加固的应用

通过对高性能 (AS系列 )固化剂与水泥的对比试验 ,研究其在天津软弱地基加固中适用性和优越性 ,并得出一套实用的固化剂加固软土地基的施工设计参数