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1.
底板破坏深度影响底板注浆改造层位的选择,采取钻孔压水试验、声波测试、钻孔窥视3种实测技术手段,选择桑树坪煤矿下组煤3105工作面进行底板破坏深度综合测试。研究结果表明,钻孔压水试验测试显示底板破坏深度为14.9 m,声波测试显示底板破坏深度为14.7 m,钻孔窥视显示底板破坏深度为15 m,声波测试结果真实合理地反应了工作面回采过程中底板岩层应力、应变变化规律,最终综合评价3105工作面底板破坏深度为15 m,可应用于同一采区其他工作面,为底板注浆加固层位选择提供了技术参数。  相似文献   
2.
李杨  和声  李桂芹 《中州煤炭》2022,(9):229-233,239
单向扭转试验是MT/T 716—2019《煤矿重要用途钢丝绳验收技术条件》拆股钢丝试验中的必检项目,在拆股钢丝试验中判定合格与否的重要试验项目之一。在检测过程中发现,送样检测的样品实际扭转次数受到多种因素的影响。通过送样检测实例扭转次数,对检测中出现的问题以及不同扭力的比对试验进行了分析。  相似文献   
3.
周忠彬  高金霞  袁宝慧 《爆破器材》2022,51(5):20-23,30
针对压制成型的PBX炸药装药,选择CT无损检测、巴西实验和扫描电镜检测等技术,对比研究了室温和加热两种温度下压制成型的炸药装药内部质量、静态力学性能和细观破坏形式。结果表明,加热压制有利于改善炸药装药的内部质量,可避免产生初始损伤,且提高了装药的力学性能。细观尺度上,室温压制成型的装药主要发生界面脱黏破坏,加热压制成型装药的主要破坏形式是穿晶断裂。  相似文献   
4.
系统阐述了基准平面垂直断面法在爆破漏斗试验中测量爆破漏斗体积的基本原理,并将隧道激光断面仪应用于金厂河矿1 750 m水平15#采场底部切割巷道爆破漏斗试验爆破漏斗体积测量中。通过与传统体重法等计算法所得漏斗体积分析比较,结果表明基于隧道激光断面仪与3D Mine软件分析的基准平面垂直断面法实用性强、操作方便、结果直观可靠,达到试验预期目的。  相似文献   
5.
针对难于处理的含油污泥,本文使用擦洗剥离技术进行分离研究,擦洗剥离技术通过强化颗粒间碰撞和摩擦,使油从颗粒表面分离,达到含油污泥处理的目的。开展了擦洗剥离的条件试验,在浆体浓度、有无介质、介质与物料比、擦洗时间、搅拌速度、液体温度以及擦洗机结构方面进行参数优化,提出了最优试验条件,并进行验证试验,油泥处理后的含油率降低到0.51%,达到了油泥处理标准,为大规模油泥处理提供了技术支撑。  相似文献   
6.
对纯棉织物采用柠檬酸(CA)/丁烷四羧酸(BTCA)/木糖醇免烫整理剂进行免烫整理,探讨柠檬酸质量浓度、丁烷四羧酸质量浓度、木糖醇质量浓度、焙烘时间和焙烘温度对免烫效果的影响,并测试免烫后织物的折皱回复角、白度和强力。结果表明:免烫后织物的折皱回复角与丁烷四羧酸或柠檬酸单独作用于棉织物相当,断裂强力优于两者单独作用。优化免烫整理工艺为:柠檬酸质量浓度60 g/L、丁烷四羧酸质量浓度40 g/L、木糖醇质量浓度17.5 g/L、焙烘温度170℃、焙烘时间3 min。整理后织物的折皱回复角可达267°,白度为54.5,断裂强力为248 N。  相似文献   
7.
《Journal of dairy science》2022,105(6):5471-5492
The detection of reproductive tract disease (RTD) 3 wk postpartum is important because of its effect on subsequent reproductive outcomes. Numerous methods for the diagnosis of RTD are described, some of which are more practical and instantaneous in terms of diagnosis. Two of these methods involve identification of purulent vaginal discharge (PVD) and evidence of ultrasonographic uterine changes indicative of endometritis (UE). The objectives of our retrospective observational study were (1) to assess the association of PVD or UE score at the prebreeding examination (PBE) with the hazard of pregnancy within the subsequent breeding season; (2) to determine the test sensitivity (Se) and specificity (Sp) at the point of sampling of both tests using a Bayesian latent class model; and (3) to determine the effect of varying positivity thresholds on test accuracy. To achieve these objectives, we analyzed an initial data set of 5,049 PBE from 2,460 spring-calved cows in 8 herds between 2014 and 2018. Each PBE was conducted once between 25 and 86 d in milk. At each PBE, vaginal discharge was obtained with a Metricheck device (Simcro) whereas uterine contents were assessed using transrectal ultrasonography. Purulent vaginal discharge was scored on a scale of 0 to 3 depending on discharge character, and UE was scored on a scale of 0 to 4 depending on the presence and consistency of intraluminal fluid. Cows with scores of ≥2 in either test had received treatment. Fertility data were available from 4,756 PBE after data exclusion. The association between PVD or UE score at the PBE and subsequent hazard of pregnancy was analyzed using a Cox proportional hazards model. Cows with a PVD score of 2 or 3 were less likely to conceive than cows with a PVD score 0 [score 2 hazard ratio (HR) = 0.74; 95% confidence interval (CI): 0.59–0.94; score 3 HR = 0.65; 95% CI: 0.51–0.84]. Cows with a UE score of 1, 2, 3, or 4 were less likely to conceive than cows with a UE score of 0 (score 1 HR = 0.82; 95% CI: 0.73–0.93; score 2 HR = 0.79; 95% CI: 0.62–1.00; score 3 HR = 0.43; 95% CI: 0.43–0.90; score 4 HR = 0.39; 95% CI: 0.26–0.58). To determine the Se and Sp of PVD or UE score for diagnosis of RTD at the time of PBE, a Bayesian latent class model was fitted on 2,460 individual cow PBE. Flat priors were used for the Se and Sp of UE, whereas informative priors were used for PVD Se (mode = 65%, 5th percentile = 45%) and Sp (mode = 90%, 5th percentile = 80%) and RTD prevalence (mode = 20%, 5th percentile = 10%). Posterior estimates (median and 95% Bayesian probability intervals; BPI) were obtained using ‘rjags' (R Studio). The optimal test thresholds (PVD and UE score ≥1) were selected by assessing the effect of different thresholds on test estimates and using a misclassification cost analysis. Based on these, median (95% BPI) Se for PVD and UE score ≥1 were 44% (29–60%) and 67% (33–100%), respectively. Median Sp for PVD and UE score ≥1 were 90% (86–93%) and 91% (86–93%), respectively. Higher scores in both tests were associated with impaired fertility, and UE scoring with a threshold of ≥1 had the highest test Se and Sp estimates although test Se was conditional on days in milk when the PBE occurred.  相似文献   
8.
由于海底隧道服役环境中氯离子含量高,初期支护中的工字钢将不可避免产生锈蚀,导致工字钢与混凝土黏结性能下降,严重影响海底隧道支护体系的耐久性。该研究主要目的是研究锈蚀对工字钢与混凝土界面间黏结滑移行为的影响。首先对工字形型钢混凝土试件进行加速锈蚀试验和推出试验,得到试件破坏形态及黏结滑移曲线,在此基础上分析试件的黏结滑移力学性能及其过程中能量变化。试验结果表明:①试样的破坏模式主要为劈裂破坏,其黏结滑移曲线由三段组成:直线上升段、曲线上升段、陡降段;②峰值黏结强度与其对应的峰值滑移都随锈蚀率增加呈现递减趋势;③随着锈蚀率增加,弹性能比随着锈蚀率几乎呈现线性减小,耗散能比则反之,表明工字钢的锈速率越大,其内部损伤越严重,界面储存能量效率越低。最终,采用Weibull分布损伤统计理论得到锈蚀工字钢与混凝土界面的黏结滑移退化本构,本构模型中主要考虑了锈蚀率对τ S曲线特征影响,本构试验曲线与理论曲线对比拟合较高,因此可应用于研究隧道工程中锈蚀工字钢与混凝土界面的黏结滑移问题。  相似文献   
9.
采用Gleeble-2000热模拟试验机对Mn18Cr18N高氮奥氏体不锈钢进行高温拉伸试验,利用扫描电镜-能谱仪对拉伸试样断口形貌及断口附近的显微组织进行观察,用Thermo-Calc软件计算试验钢的相变及析出相,研究了Mn18Cr18N高氮奥氏体不锈钢的高温力学性能。结果表明,试验钢的第Ⅰ脆性区>1200 ℃,第Ⅲ脆性区为850~950 ℃,未出现第Ⅱ脆性区,第Ⅰ脆性区的出现主要是在加热过程中试验钢由γ奥氏体向δ铁素体转变引起的,第Ⅲ脆性区的出现是因为沿晶析出M23C6、M2(C, N)等硬脆相引起的;试验钢的抗拉强度随着拉伸温度升高而降低,断面收缩率在1000~1200 ℃温度范围内逐渐增大并表现出极佳的热塑性,断面收缩率均在70%以上,温度超过1200 ℃后断面收缩率急剧下降;Mn18Cr18N高氮奥氏体不锈钢的热锻温度应选择在1000~1150 ℃之间,在此温度范围内试验钢的断面收缩率均在70%以上,并且可以避开第Ⅰ与第Ⅲ脆性区。  相似文献   
10.
《Soils and Foundations》2022,62(3):101150
The circular helicoid pile (CH pile) is a new type of special-shaped pile that has been developed in Japan and South Korea in the past decade and has been widely used in the fields of construction, transportation, natural energy and agriculture due to its excellent compressive and pullout bearing performances. Consequently, this new type of pile has good engineering application prospects. However, as an innovative engineering structure, the CH pile is not widely known by geotechnical engineers worldwide. The geometric structure of the CH pile is similar to a circular helicoid in differential geometry. Therefore, the pile-soil interaction problem cannot be reduced to a plane strain problem or an axisymmetric problem in theoretical research. In view of this, dry silica sand was used as the model foundation in this study, and a model test device and method that can effectively reflect the installation process and loading-bearing service state of CH piles were developed. Under different installation methods, pile structures and foundation soil conditions, 90 model tests were carried out to evaluate the engineering performances of CH piles during the whole process of installation and bearing, including the installation performances during the installation process, the compressive bearing performances under axial compressive loading and the pullout bearing performances under axial pullout loading. Compared with steel sheet piles and steel pipe piles, CH piles have better engineering performance and more economic benefits from the aspects of installation, construction, recycling, timeliness of engineering application, and the relative relationship between bearing capacity and pile mass.  相似文献   
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