大埋深粘土三轴高压卸载变形与强度特征

以取自山东巨野矿区埋深近 4 30～ 6 0 0m的深部粘土样为例 ,分析测试了土的常规物理力学性质参数。考虑该埋深土的天然应力水平及其在煤矿建井开挖中的卸载应力变化 ,在三轴伺服仪上 ,进行三向等压分别达 11MPa、12MPa、14MPa下的卸除围压、保持轴压的三轴高压卸载试验 ,分析了深部粘土三轴高压卸载变形和强度特点 ,得到了相关力学参数。成果丰富了土的高压卸载力学性研究 ,并为巨野矿区煤矿立井建设提供了工程地质基础参数     

On further application of r as a metric for validation of QSAR models

Validation is a crucial aspect for quantitative structure–activity relationship (QSAR) model development. External validation is considered, in general, as the most conclusive proof of predictive capacity of a QSAR model. In the absence of truly external data set, external validation is usually performed on test set compounds, which are members of the original data set but not used in model development exercise. In the case of small data sets, QSAR researchers experience problem in model development due to the fact that the developed models may be less reliable on account of the small number of training set compounds and such models may also show poor external predictability because the models may not have captured all necessary features required for the particular structure–activity relationships. The present paper attempts to show that ‘true r_(LOO)’ statistic calculated based on the model derived from the undivided data set with application of variable selection strategy at each cycle of leave‐one‐out (LOO) validation may reflect external validation characteristics of the developed model thus obviating the requirement of splitting of the data set into training and test sets. This approach may be helpful in the case of small data sets as it uses all available data for model development and validation thus making the resulting model more reliable. Copyright © 2009 John Wiley & Sons, Ltd.     

温州软粘土不排水真三轴试验的研究

利用英国GDS真三轴仪,针对原状温州软粘土进行恒定小主应力 下不同中主应力系数b的固结不排水试验。在三维应力状态下,研究不同中主力条件下粘土的强度变形特性,利用相同应力路径下主应力旋转对比试验反映土的各向异性特性。研究结果表明：在轴向压缩(TC)试验中,随着加载的进行,偏应力逐渐增大并趋于平稳,并随中主应力系数b呈现先增大后减小的趋势,b=0.8时出现峰值;广义剪应力峰值呈现先增大后减小的趋势,峰值在0.6~0.8之间;轴向压缩试验(TC)加载过程中,当b=0.4时,中主应变接近为0,可视为平面应变情况;在b=0.4~1.0之间时,剪缩效应受中主应力系数b影响较明显;b=1.0时,轴向压缩(TC)试验破坏强度高于轴向拉伸(TE)试验的破坏强度,其应力应变响应有显著不同;在π平面上,Lade-Duncan准则对试验点的拟合精度优于Mohr-Coulomb准则和Matsuoka-Nakai准则。     

不同干密度粗粒土抗剪强度特征试验研究

剪切试验中,试样的形变特征决定了剪切强度特征,而干密度,含水率和围压都会影响试样的形变特征。因此通过开展不固结不排水三轴剪切试验,用实测的办法在不同轴向应变时对试样直径的增量进行量测。试验结果表明,剪切过程主要由体压缩阶段、鼓状变形阶段和剪切破坏面发展阶段组成,其中鼓状变形阶段是试验剪切过程的主要变形阶段、干密度的增加表现出试样的鼓状变形与剪切破坏阶段较为明显;含水率的增加提高了试样的塑性,增加了实测直径增量值;围压与端部效应共同作用,围压越大,鼓状变形越明显,实测直径增量就越大。通过形变特征计算剪切强度,分别以试样直径最大增量值和中部1/3部分平均直径值计算剪切强度,结果表明两者应力应变特征基本一致,但最大直径所得剪切强度值相对较小。     

含水状态下硬脆性泥页岩蠕变特性实验研究

对岩石进行不同含水率下三轴蠕变实验,试样在整个加载过程中,经历了衰减蠕变、等速蠕变和加速蠕变三个蠕变阶段。根据不同含水率岩样的等时应力应变曲线,可以看出泥页岩的蠕变是非线性的;并且随含水率和应力水平的提高,应力应变的非线性程度也增大。在相同的外载条件下,随着含水率的增加,泥页岩的蠕变变形增加、蠕变进入稳定阶段所需的时间越长;而岩石长期强度呈减小的趋势。说明对于泥页岩地层的钻井施工,需要考虑泥页岩的时效变形行为及流变效应。     

Properties of the πh_(9/2)  νi_(13/2) band in odd-odd ~(188)Au

A new rotational band has been identified and assigned to 188Au for the first time using the 173Yb(19F,4nγ) reaction at the beam energies of 86 and 90 MeV. This band is proposed to be built on the πh9/2  νi13/2 configuration by comparing the band properties with known bands in neighboring nuclei. The prolate-to-oblate shape transition through triaxial shape has been proposed to occur around 188Au for the πh9/2  νi13/2 bands in odd-odd Au isotopes on the basis of total Routhian surface (TRS) calculations.     

Properties of the 3/2~-[521] band in the odd-N rare-earth nuclei

High-spin states in 161Er have been studied experimentally via the 150Nd(16O, 5n) reaction at a beam energy of 86 MeV. Three rotational bands built on the 5/2+[642], 3/2-[521], and 11/2-[505] configurations have been extended up to high-spin states, and particularly, the α = -1/2 branch of the ground state 3/2-[521] band has been revised significantly. It is found that signature inversion occurs in the 3/2-[521] band after the band crossing in 161Er. The systematics of the signature inversion associated wit...     

密立根油滴仪性能检验

详细地讨论了分析测试数据的统计规律及ｔ分布、ｔ检验。介绍了如何采用ｔ检验对密立根油滴仪性能进行检验。     

碳钢在流动氯化钠溶液中的磨损腐蚀行为

文中通过自行设计的管流动态模拟装置,研究了碳钢在质量分数为3.5%流动NaCl溶液中的磨损腐蚀。用重量法和极化曲线等方法,揭示了磨损腐蚀的规律及其腐蚀控制步骤,发现0～5.0m/s内随着流速的增大,磨损腐蚀速度增大,而在5.0～12.6m/s范围内腐蚀速度显著降低,超过12.6m/s时磨损腐蚀则又随流速增大而增大。动力学过程的分析验证了腐蚀协同效应中电化学因素起主要作用。     

筒式烘干机减速装置主要参数优化设计

根据物料烘干的实际情况，确定了减速装置的传动方式及传动比，利用优化方法对其中几个主要传动进行了优化设计。