REST API自动化测试综述

REST API已经成为访问和使用云服务、Web、移动应用程序的重要途径,如何对这些API进行自动化测试以保证服务的安全性和可靠性是亟待解决的问题。目前虽然关于REST API自动化测试的研究成果众多,但仍缺少对测试技术全面的分析和总结。梳理了该领域近10年的代表性成果,首先总结了REST API自动化测试的发展历程;然后结合REST API自动化测试特征,提炼了测试的通用流程;接着分别从预处理、测试用例生成、测试用例执行与监测、结果分析四个环节阐述现有成果的技术特征,对比分析其优缺点;最后论述当前研究存在的不足,讨论可能的解决思路,展望了下一步研究方向。

Influence of unsupported sleepers on the dynamic stability of ballasted bed based on wheelset impact tests

The unsupported sleeper can change the load characteristics of ballast particles and thus affect the dynamic stability of a ballasted bed.In this work,a laboratory test was constructed on a ballasted track containing unsupported sleepers.The ballasted track was excited by a wheelset,and the influence of unsupported sleepers on the dynamic stability of a ballasted bed was studied.The results show that the main frequency of the sleeper vibration appeared at 670 Hz,and the first-order rigid vibration mode at the frequency of 101 Hz had a significant effect on the condition without the unsupported sleeper.When the sleepers were continuously unsupported,the vibration damping effect of ballasted bed within the frequency range of 0–450 Hz was better than that at higher frequencies.Within the frequency range of 70–250 Hz,the vibration damping effect of the ballasted bed with unsupported sleepers was better than that without the unsupported sleeper.Owing to the excitation from the wheelset impact,the lateral resistance of the ballasted bed with unsupported sleepers whose hanging heights were 30,60,and 90 mm increased by 37.43%,12.25%,and 18.23%,respectively,while the lateral resistance of the ballasted bed without the unsupported sleeper remained basically unchanged.The unsupported sleeper could increase the difference in the quality of the ballasted bed between two adjacent sleepers.In addition,test results show that the hanging height of the unsupported sleeper had little effect on the lateral resistance of a ballasted bed without external excitation,but had an obvious effect on the rate of change of the lateral resistance of a ballasted bed and the acceleration amplitude of the sleeper vibration under the wheelset impact.

基于RESTful架构的气象数据检验接口设计与实现

气象数据质量评价是整个数据链条中的关键一环。为解决目前气象数据检验业务分散滞后、资源不集约及服务效率不高的问题,实现统一服务,基于现代Web应用流行框架RESTful,首次将检验作为Web服务,基于共性检验需求设计并实现RESTful架构风格的气象数据检验接口。统一接口服务将业务资源进行集中,提高物理资源利用率的同时释放人力资源。接口服务以及基于接口开发的检验系统,可实现检验结果秒级在线查询,大大提高检验效率,丰富的接口和可视化系统给用户带来良好体验。

Large-scale model testing of high-pressure grouting reinforcement for bedding slope with rapid-setting polyurethane

Bedding slope is a typical heterogeneous slope consisting of different soil/rock layers and is likely to slide along the weakest interface.Conventional slope protection methods for bedding slopes,such as retaining walls,stabilizing piles,and anchors,are time-consuming and labor-and energy-intensive.This study proposes an innovative polymer grout method to improve the bearing capacity and reduce the displacement of bedding slopes.A series of large-scale model tests were carried out to verify the effectiveness of polymer grout in protecting bedding slopes.Specifically,load-displacement relationships and failure patterns were analyzed for different testing slopes with various dosages of polymer.Results show the great potential of polymer grout in improving bearing capacity,reducing settlement,and protecting slopes from being crushed under shearing.The polymer-treated slopes remained structurally intact,while the untreated slope exhibited considerable damage when subjected to loads surpassing the bearing capacity.It is also found that polymer-cemented soils concentrate around the injection pipe,forming a fan-shaped sheet-like structure.This study proves the improvement of polymer grouting for bedding slope treatment and will contribute to the development of a fast method to protect bedding slopes from landslides.

Mechanical anisotropy associated with beddings in shale under Brazilian test conditions:Insights from acoustic emission statistics

A comprehensive understanding of shale’s bedding anisotropy is crucial for shale-related engineering activities,such as hydraulic fracturing,drilling and underground excavation.In this study,seven Brazilian tests were conducted on shale samples at different bedding orientations with respect to the loading direction(0°,45°and 90°)and the disc end face(0°,45°and 90°).An acoustic emission(AE)system was employed to capture the evolution of damage and the temporal-spatial distribution of microcracks under splitting-tensile stress.The results show that the Brazilian tensile strength decreases with increasing bedding inclination with respect to the disc end face,while it increases with the angle between bedding and loading directions.Increasing the bedding inclination with respect to the end face facilitates the reduction in b value and enhances the shale’s resistance to microcrack growth during the loading process.Misalignment between the bedding orientation and the end face suppresses the growth of mixed tensile-shear microcracks,while reducing the bedding angle relative to the loading direction is beneficial for creating mixed tensile-shear and tensile cracks.The observed microscopic failure characteristics are attributed to the competing effects of bedding activation and breakage of shale matrix at different bedding inclinations.The temporal-spatial distribution of microcracks,characterized by AE statistics including the correlation dimension and spatial correlation length,illustrates that the fractal evolution of microcracks is independent of bedding anisotropy,whereas the spatial distribution shows a stronger correlation.The evolution features of correlation dimension and spatial correlation length could be potentially used as precursors for shale splitting failure.These findings may be useful for predicting rock mass instability and analyzing the causes of catastrophic rupture.

Stability of bedded rock slopes subjected to hydro-fluctuation and associated strength deterioration

Reservoir-induced earthquakes(RIEs)occur frequently in the Three Gorges Reservoir Area(TGRA)and the rock mass strength of the hydro-fluctuation belt(HFB)deteriorates severely due to the reservoirinduced seismic loads.Three models of typical bedded rock slopes(BRSs),i.e.gently(GIS),moderately(MIS),and steeply(SIS)inclined slopes,were proposed according to field investigations.The dynamic response mechanism and stability of the BRSs,affected by the rock mass deterioration of the HFB,were investigated by the shaking table test and the universal distinct element code(UDEC)simulation.Specifically,the amplification coefficient of the peak ground acceleration(PGA)of the slope was gradually attenuated under multiple seismic loads,and the acceleration response showed obvious“surface effect”and“elevation effect”in the horizontal and vertical directions,respectively.The“S-type”cubic function and“steep-rise type”exponential function were used to characterize the cumulative damage evolution of the slope caused by microseismic waves(low seismic waves)and high seismic waves,respectively.According to the dynamic responses of the acceleration,cumulative displacement,rock pressure,pore water pressure,damping ratio,natural frequency,stability coefficient,and sliding velocity of the slope,the typical evolution processes of the dynamic cumulative damage and instability failure of the slope were generalized,and the numerical and experimental results were compared.Considering the dynamic effects of the slope height(SH),slope angle(SA),bedding plane thickness(BPT),dip angle of the bedding plane(DABP),dynamic load amplitude(DLA),dynamic load frequency(DLF),height of water level of the hydro-fluctuation belt(HWLHFB),degradation range of the hydro-fluctuation belt(DRHFB),and degradation shape of the hydro-fluctuation belt(DSHFB),the sensitivity of factors influencing the slope dynamic stability using the orthogonal analysis method(OAM)was DLA>DRHFB>SA>SH>DLF>HWLHFB>DSHFB>DABP>BPT.

Anti-oxidation actions of curcumin in two forms of bed rest:oxidative stress serum and salivary markers

Objective:To determine the preventive effects of curcumin on peroxidative damage under two bed rest conditions.Methods:20 healthy male(10 with curcumin and 10 without curcumin ) volunteers were selected.They were studied before,during,and just on bed rest conditions at -6°head-down-tilt(HDT) bed rest and bed rest position(BD) for 10 days.We measured the salivary and serum oxidative markers such as Malonaldehyde,8-hydroxydeoxyguanosine, vitamin C and E just before HDT & BD.during HDT & BD experiment,and in course time of recovery with curcumin and without curcumin groups.Results:The values of serum and salivary vitamin C & E showed statistically significant decrease in both bed rest conditions as compared to those of the conditions before and during the recovery stage.However,these levels were not significantly lowered in curcumin groups in contrast to the groups without curcumin (P】0.05).MDA and 8-OHdG levels showed significant increase in simulating microgravity and zero gravity conditions as compared to those before and in the recovery stage.However,these levels were lower in curcumin groups in contrast to the groups without curcumin(P【0.05).Serum and salivary correlation analysis revealed a strong and highly significant correlation for MDA. vitamin C & E and 8 dihydro-2 deoxyguanosine(8-OHdG) in the conditions before,during and in the recovery periods in both bed rest conditions.Since saliva collection is easy and noninvasive, measurements of salivary marker levels may prove to be useful in the space research. Conclusions:Curcumin prevents peroxidative damage in both bed rest conditions.Further study is required on antioxidation actions of curcumin in space microgravity conditions.

Safety study of Folfox-HAIC in relieving bed restriction

Objective:To investigate the safety of relieving bed restriction in hepatic arterial infusion chemotherapy(HAIC)and its effects on patient comfort.Methods:A prospective study was conducted.Patients with malignant liver tumors,who met the enrollment criteria,were randomly divided into experimental and control groups.During HAIC treatment,the patients in the experimental group,who were not confined to bed and could get out of bed,used electronic injection pumps to infuse chemotherapy drugs.The patients in the control group,who were strictly confined to bed and prohibited from getting out of bed,used infusion pumps to infuse chemotherapy drugs.The complications of the two groups were observed.The Christenson standard improved method was used to evaluate the bleeding and hematoma of limbs on the operation side.The Kolcaba General Comfort Questionnaire(GCQ)and Barthel Index(BI)were used to evaluate the two groups.Results:Ninety patients with malignant liver tumors were enrolled,including 53 with primary liver cancer and 37 with colorectal liver metastasis.There were 70 males and 20 females,aged 41-81 years old,with an average age of 61.6±9.248 years old.There were 60 patients in the experimental group and 30 patients in the control group.All patients underwent HAIC.The study showed that,during the treatment period,there were 3 cases of postoperative puncture point hematoma formation in the two groups,including 2 cases in the experimental group(2/60,3.3%)and 1 case in the control group(1/30,3.3%).The difference was not statistically significant(p>0.05).There were 5 cases of postoperative puncture point bleeding,including 4 cases in the experimental group(4/60,6.7%)and 1 case in the control group(1/30,3.3%),and the difference was not statistically significant(p>0.05).A total of 23 cases,with 6 cases in the experimental group(6/60,10%)and 17 cases in the control group(17/30,56.7%),complained of back pain after the operation,and the difference was statistically significant(p<0.05).Twenty-one cases complained of poor defecation after the operation,including 10 cases in the experimental group(10/60,16.7%)and 11 cases in the control group(11/30,36.7%).The difference was statistically significant(p<0.05).During the period of infusion chemotherapy,the two groups of patients had there was a significant difference between the two groups in terms of comfort status(GCQ)(88.78±6.705,78.47±9.519,p<0.001)and self-care ability(BI)(74.25±9.152,66.83±6.628,p<0.001).Conclusion:During HAIC treatment,getting out of bed is safe and reliable and can increase the patients’comfort and self-care ability.Hence,it merits clinical application.

Feasibility of incorporating a bed-rest exercise program during a twin pregnancy: Case reports

Considering the maternal risk for both short- and long-term disability imposed by activity restriction, it is of great concern that the antepartum symptoms of bed rest are still evident in the postpartum period. The benefits of bed-rest-exercise may alleviate or even prevent physiological distresses or deconditioning associated with activity restriction, thus, eliminating or stabilizing, factors that may augment existing complications. This is the first study to investigate the feasibility of incorporating a bed-rest exercise program in a specific hospitalized twin pregnancy case. The maternal physiological responses of heart rate, blood pressure and uterine contractions to a four week bed-rest resistance program were measured in a woman hospitalized due to complications during her twin pregnancy. A second participant (same diagnoses) was included as a control. The bed-rest-exercise reduced the degree of swelling in the lower extremities, promoted more energy during the day and a better night’s sleep. There were no significant differences in uterine contractions pre vs. post protocol and all babies were born healthy.

基于依赖模型的REST接口测试用例生成方法研究

REST接口中普遍存在依赖关系,导致生成合理的接口调用序列与输入参数变得十分困难。现有的大多数方法只考虑了其中一种依赖关系,并需要人工执行繁杂的前置操作,生成的测试用例有效性仍然较低。针对以上问题,文中提出了一种基于依赖模型的测试用例生成方法。通过解析OpenAPI文档,该方法提取了接口内的操作间依赖关系与参数间依赖关系,并据此建立了两种依赖模型,从模型生成测试用例,最后从3方面确定测试预言。实验结果表明,该方法的输入度量覆盖率达到了100%,状态码类别、状态码、响应资源类型的覆盖率分别达到了100%,91.67%,83.33%,并能在限定时间内检出接口内部缺陷;与RESTler和RESTest相比,该方法的输出度量覆盖率最大提高了36%,触发了最多次的异常响应状态码,检测到接口异常响应的比例最大提高了10%。该方法为REST接口的测试用例生成问题提供了有价值的参考。

Study of the Effects of Lower Limb Muscle Strengthening Exercises on Hospitalized Pregnant Women on Bed Rest for Prevention of Miscarriage

Objective: Against a background of the two-child policy in China, the objective is to explore the effects of lower limb strengthening exercises on hospitalized pregnant women put on bed rest for prevention of miscarriage. Method: Sixty cases of pregnant women admitted to the Department of Obstetrics in one of the highest ranking hospitals in Guangzhou, China, during the period from November 2018 to December 2019 for the purpose of preventing miscarriage were selected. They were divided into an experimental group and a control group of 30 cases each. The control group was put under routine care while the intervention group conducted lower limb muscle strengthening exercise on top of the routine care. After the intervention, the conditions of lower limbs, the psychological states and the results of pregnancy for the two groups were compared. Results: After the intervention, the scores of the experimental group in anxiety, depression and postpartum depression were lower and leg circumferences were smaller compared to the control group. The difference is statistically significant (P < 0.05). The experimental group had longer gestation than the control group and was able to get out of bed earlier than the control group after delivery, with statistically significant difference (P < 0.05). Conclusion: Lower limb muscle strengthening exercises can effectively improve the physiological and psychological states of pregnant women hospitalized for prevention of miscarriage and promote their postpartum recovery.

PCI术后卧床便秘病人并发心脏不良事件列线图预测模型的构建

目的:分析经皮冠状动脉介入(PCI)术后卧床便秘病人并发心脏不良事件的危险因素,并建立预测列线图模型。方法:选取2020年11月—2021年10月我院收治的248例PCI围术期卧床便秘病人作为研究对象,根据病人住院治疗期间是否发生心脏不良事件分为心脏不良事件组和非心脏不良事件组。收集两组临床资料并进行单因素和二元Logistic回归分析,得出独立预测因素,基于此构建列线图风险模型,并对该模型进行预测效能评价。结果:病人心脏不良事件发生率为17.3%。单因素和二元Logistic回归分析结果表明,病人年龄≥68岁[OR=9.970,95%CI(2.599,38.251)]、平卧位排便[OR=3.308,95%CI(1.074,10.188)]、D-二聚体≥402.99 ng/mL[OR=29.901,95%CI(8.800,101.601)]和左心室射血分数≤47.46%[OR=23.540,95%CI(7.118,77.853)]是PCI术后卧床便秘病人并发心脏不良事件的独立危险因素(P<0.05)。基于以上影响因素建立列线图风险模型,验证结果显示模型一致性指数(C-index)为0.955,校正曲线显示该列线图模型具有良好的区分度及一致性。结论:PCI术后卧床便秘病人年龄、排便体位、D-二聚体水平及左室射血分数与心脏不良事件发生存在密切关系,基于此建立的列线图模型有助于临床护理人员早期识别高危病人。

A study on characteristic indexesof railway ballast bed underhigh-frequency radar

Purpose–In this paper,a high-frequency radar test system was used to collect the data of clean ballast bed and fouled ballast bed of ballasted tracks,respectively,for a quantitative evaluation of the condition of railway ballast bed.Design/methodology/approach–Based on original radar signals,the time–frequency characteristics of radar signals were analyzed,five ballast bed condition characteristic indexes were proposed,including the frequency domain integral area,scanning area,number of intersections with the time axis,number of timedomain inflection points and amplitude envelope obtained by Hilbert transform,and the effectiveness and sensitivity of the indexes were analyzed.Findings–The thickness of ballast bed tested at the sleep bottom by high-frequency radar is up to 55 cm,which meets the requirements of ballast bed detection.Compared with clean ballast bed,the values of the five indexes of fouled ballast bed are larger,and the five indexes could effectively show the condition of the ballast bed.The computational efficiency of amplitude envelope obtained by Hilbert transform is 140 s$km
1,and the computational efficiency of other indexes is 5 s$km
1.The amplitude envelopes obtained by Hilbert transform in the subgrade sections and tunnel sections are the most sensitive,followed by scanning area.The number of intersections with the time axis in the bridge sections was the most sensitive,followed by the scanning area.The scanning area can adapt to different substructures such as subgrade,bridges and tunnels,with high comprehensive sensitivity.Originality/value–The research can provide appropriate characteristic indexes from the high-frequency radar original signal to quantitatively evaluate ballast bed condition under different substructures.

Iowa 循证实践模式在宫腔内人工授精术后患者卧床时间中的应用

目的将宫腔内人工授精术后卧床休息时间最佳证据应用于临床并评价其效果。方法采用Iowa循证实践模式指导开展宫腔内人工授精术后卧床休息时间指导的实践,比较证据应用前后患者的舒适度、临床妊娠率、医护人员的相关知识水平以及各审查指标的执行率。结果证据应用后,患者舒适度及临床妊娠率未下降,差异无统计学意义(P>0.05),医护人员的知识水平有所提升(P<0.05),医护人员对新证据的执行率达到了100%,患者对新证据的执行率达到了83.53%及以上。结论宫腔内人工授精术后缩短卧床休息时间并不影响临床妊娠率,通过循证实践进一步提升了医护人员相关知识水平,优化了护理流程。

航空发动机通用飞行台建设关键问题剖析

针对中国航空发动机通用飞行台(FTBs)在建造和使用中所关注的关键问题尚未清晰的现状,开展了针对飞行台的相关研究。阐明了通用飞行台的概念和作用,梳理了国外典型发动机飞行台建设主要内容和工作方法,总结了国外发动机挂点方案选择、气动仿真评估、引气、液压和电功率负载模拟系统总体结构、灭火、燃油和测试系统等方案,分析了通用飞行台在建造和使用过程中需特别关注的关键问题:试验对象与使用场景规划、需求制定与分解、详细设计与飞/发一体化协调、系统研制集成和验证、技术状态管理、人员资质要求、适航性评估等。根据国外飞行台建设经验和未来发动机飞行试验需求,分析了通用飞行台的未来发展趋势,给出了中国发动机飞行台建设和使用过程需特别关注的关键问题和关键环节,可为中国未来发动机通用飞行台能力建设和使用维护提供参考。

流化床反应室内铁矿石的临界流化特性

U型反应室是悬浮焙烧装备的核心部件,明确其内物料的临界流化特性具有理论与实践意义.为此,自行搭建了冷态试验系统,并以赤铁矿粉、氧化铝粉为原料,研究了松动风量、物料性质对物料临界流化特性的影响规律,并对原有经验公式进行了修正.结果表明:临界流化气速随物料粒度、密度的增加而增加;在松动室床层为固定床的条件下,临界流化气速随松动风量的增大而减小;修正后的过程方程与试验数据吻合较好,可用于反应室内物料流化行为的预测.研究结果利于悬浮磁化焙烧技术实体化,对该技术工业应用具有一定的指导意义.

刚性挡土墙后轻量土静止土压力特性模型试验研究

为了研究轻量土对挡土结构物的减压机理,通过开展大比尺刚性挡土墙模型试验,采用重物堆载的方式在填土表面施加均布荷载,分析重塑黄土和轻量土作为墙后填土时的静止土压力分布规律。结果表明:轻量土在养护阶段的静止土压力随着时间增长而逐渐增大,但增幅逐渐降低。重塑黄土和轻量土的静止土压力随着填土深度增加近似线性增大,并且静止土压力随着加载而逐渐增大,其中重塑黄土的增幅明显偏大。对比重塑黄土和轻量土的静止土压力,发现轻量土具有明显的减压作用,且填土表面均布荷载越大,轻量土的减压效果越好。重塑黄土和轻量土的静止土压力系数均不是常数,其中重塑黄土静止土压力系数为0.34~0.78,轻量土静止土压力系数为0.22~0.55。当填土表面作用均布荷载时,传统理论在计算重塑黄土静止土压力方面适用性较高,但轻量土计算误差较大。结合模型试验以及传统理论,提出了适用于轻量土的静止土压力修正公式,对比发现其相对误差总体上介于1.01%~23.13%。通过模型试验和理论计算揭示了轻量土的静止土压力特性,对于完善轻量土土压力理论具有重要意义。

含建筑桩基的顺层岩质边坡桩锚支护体系振动台模型试验研究

基于Bockinghamπ定理,对具有建筑桩基的顺层岩质边坡桩锚支护体系开展振动台模型试验,通过分析预应力锚索、建筑桩基的应变以及边坡坡顶加速度,研究支护体系的动力响应规律。结果表明,预应力锚索的应变在地震波加速度达到峰值时达到最大值,且上排锚索受力大于下排锚索,随着地震幅值的增大,最上排锚索锚固段率先发生滑移破坏失去锚固作用;建筑桩基应变最大值点位于滑动面以下一定深度,且远离边坡坡面的建筑桩基受力大于邻近边坡坡面的建筑桩基;坡顶各点峰值加速度随地震波幅值增大整体表现为线性增大,但在Wenchuan-Wolong波(0.55g)和Sin波(0.4g)工况时,各点峰值加速度相对有所下降,随着地震波幅值增大,各点峰值加速度放大系数在汶川波和正弦波作用下并非单调变化,而是表现为先减小后增大波动变化特点。

粒度分布对红层土石混合体强度及颗粒破碎的影响

红层土石混合体已广泛应用于川渝地区公路、铁路的路基填筑,研究其强度及颗粒破碎特征可为该地区路基快速安全施工提供理论支撑。针对现有粒度分布评价方法对土石混合体适用性的不足,提出中间粒径块石相对含量C_(m)指标并拟定4个水平,选择四川盆地红层土石混合体为材料,比选叠环剪和大型直剪试验后,结合筛分试验探讨粒度分布对红层土石混合体强度及颗粒破碎的影响规律。试验结果表明:叠环剪试验中剪切面非人为固定,剪切带影响域明显大于大型直剪试验,相同试验条件下土石混合体强度低于大型直剪试验,且法向应力越大,强度差值越大。C_(m)对红层土石混合体的强度及颗粒破碎特征影响显著。随C_(m)的增大,黏聚力先减小后增大,内摩擦角先增大后减小,抗剪强度先增大后减小,均在C_(m)=0.543时有最值,此时,颗粒间的摩擦和重定向排列对强度的增强效应明显大于咬合减弱的负面效应,剪应力有二次攀升。叠环剪试验后,大粒径、中间粒径块石含量降低,土体含量增高,小粒径块石含量在C_(m)≤0.343时降低,C_(m)≥0.343时增高;颗粒相对破碎率随法向应力和C_(m)的增大,均呈先降低后升高的规律,C_(m)=0.343时颗粒相对破碎率最低。

冲积性弯曲河道造床过程及演变机制

冲积性弯曲河道独特的几何边界特征,使得弯曲河道的水沙运动特性和河床演变特性与其他类型河道显著不同。为模拟自然条件下的冲积性弯曲河道河床冲淤演变特性,采用自然模型法的理念在试验水槽中塑造出近似的弯曲河道,探究不同水沙条件对弯曲河道形成和发育过程的影响。试验表明:进口水沙循环周期长、来水来沙强度较小时,弯曲河道达到动态平衡状态所需的时间相对较短,河道形成稳定河宽也较小。弯曲河道在形成和发育过程中,河道的形态要素主要由水沙作用条件决定,在一定变化范围内,当水沙作用循环变换周期较短、来流流量较小、含沙量较大时,有利于形成弯曲度较大的河道;而当来流量较大、水位漫滩冲刷浅滩时,所塑造的弯曲河道会偏向于宽浅形断面形态。在河道弯曲程度和河道横断面形态的调整中,水沙作用变化对横断面形态塑造的作用相对较强。