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水平受荷桩“p-y+M-θ”分析方法
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作者 王立忠 赖踊卿 +1 位作者 洪义 张友虎 《岩土工程学报》 EI CAS CSCD 北大核心 2024年第5期905-918,共14页
中国近海海上风电机组开发建设中,大直径单桩基础形式使用占比超70%。现行p-y曲线设计方法主要适用于小直径柔性桩,对大直径单桩侧向及桩底受荷描述能力不足,导致其严重低估刚柔性桩和刚性桩(分别常用于中国和欧洲的近海风电工程)的变... 中国近海海上风电机组开发建设中,大直径单桩基础形式使用占比超70%。现行p-y曲线设计方法主要适用于小直径柔性桩,对大直径单桩侧向及桩底受荷描述能力不足,导致其严重低估刚柔性桩和刚性桩(分别常用于中国和欧洲的近海风电工程)的变形和承载能力,过于保守的设计给海上风电降本带来挑战。为此建立了能以统一的方式预测柔性、刚柔性和刚性单桩水平单调受荷响应的“p-y+M-θ”模型,并将该模型推广到循环荷载下单桩的响应分析。通过与相关试验结果比对发现,“p-y+M-θ”模型能较为准确地预测桩基水平加载响应。力图为水平受荷单桩工程设计提供简洁而可行的响应分析方法。 展开更多
关键词 软黏土 p-y%pLUS%M-θ”模型 水平受荷桩循环加载 试验结果对比
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P值之争与管理学研究:先验概率的意义
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作者 贾良定 林泽民 +2 位作者 王涛 卜濛濛 何刚 《管理科学学报》 CSCD 北大核心 2024年第3期1-14,共14页
P值之争的本质是人们把统计检验和统计推断混淆,直接用统计检验结果来进行统计推断.这导致许多似是而非的理论被接受.统计检验犯错的是假阳性概率.统计推断犯错的是假阳性之反概率.两种概率之间的数值关系受先验概率影响很大.先验概率越... P值之争的本质是人们把统计检验和统计推断混淆,直接用统计检验结果来进行统计推断.这导致许多似是而非的理论被接受.统计检验犯错的是假阳性概率.统计推断犯错的是假阳性之反概率.两种概率之间的数值关系受先验概率影响很大.先验概率越高,利用统计检验的结果进行推断所犯错误概率就越小.如果先验概率很小,即使假阳性概率很小,利用该结果进行推断所犯错误概率也很大.本文以管理学研究为例,提出解决该问题的办法是,通过与现实和与理论的双重对话来掌握先验概率,以提高基于统计检验的结果进行统计推断的可靠性.本文的科学哲学意义是,揭示了科学研究是先验与经验相统一的本质,以及科学研究的不充分决定性的特征. 展开更多
关键词 p 零假设检验 假阳性之反概率 先验概率 管理学研究
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P值大小不等价于差异或相关性大小
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作者 郑巧兰 林燕薇 王景周 《数理医药学杂志》 CAS 2024年第3期158-163,共6页
目的探讨P值与差异或相关性大小的关系。方法固定样本统计量[均数和标准差、样本率、相关系数、OR(95%CI)],分别模拟独立样本t检验、两组样本率比较的卡方检验、Pearson相关分析、单因素Logistic回归分析的数据,观察不同样本量下P值差... 目的探讨P值与差异或相关性大小的关系。方法固定样本统计量[均数和标准差、样本率、相关系数、OR(95%CI)],分别模拟独立样本t检验、两组样本率比较的卡方检验、Pearson相关分析、单因素Logistic回归分析的数据,观察不同样本量下P值差异。结果两组样本统计量相同或单组样本统计量一致但样本量不同时,P值可能大于0.05、介于0.001~0.05或小于0.001。结论P值受样本量影响大,其大小不等价于差异或相关性大小。 展开更多
关键词 p T检验 卡方检验 pearson相关分析 LOGISTIC回归分析
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激光与CMT+P电弧复合增材工艺对2024铝合金气孔缺陷的影响规律
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作者 张志强 贺世伟 +3 位作者 李涵茜 路学成 张天刚 王浩 《材料导报》 EI CAS CSCD 北大核心 2024年第14期188-196,共9页
高强铝合金激光-电弧复合增材制造技术在民用航空领域具有广阔的应用前景,但其气孔率的控制仍存在技术难题。本工作基于激光与冷金属过渡加脉冲(CMT+P)复合增材制造技术,对增材制造2024铝合金薄壁结构件的气孔率开展研究。通过单因素试... 高强铝合金激光-电弧复合增材制造技术在民用航空领域具有广阔的应用前景,但其气孔率的控制仍存在技术难题。本工作基于激光与冷金属过渡加脉冲(CMT+P)复合增材制造技术,对增材制造2024铝合金薄壁结构件的气孔率开展研究。通过单因素试验,研究了送丝速度、扫描速度、激光功率等工艺参数对薄壁增材件的宏观形貌、气孔率及气孔尺度分布的影响规律。在单因素试验的基础上,以薄壁增材件的气孔率为响应值,通过响应面中心组合试验(CCD)优化工艺参数。结果表明,送丝速度、扫描速度、激光功率等工艺参数都会对薄壁增材件的宏观形貌、气孔率及气孔尺度分布产生影响,建立的二阶回归响应面模型能直观地反映2024铝合金激光与CMT+P电弧复合增材工艺参数与气孔率之间的关系,可用于预测不同工艺参数下薄壁增材件的气孔率,通过二阶回归模型得到优化的2024铝合金激光与CMT+P复合增材工艺参数范围为:送丝速度4.8~5.0 m/min、扫描速度16~18 mm/s、激光功率2000~2200 W。 展开更多
关键词 高强铝合金 激光-CMT%pLUS%p 增材制造 单因素试验 响应面法 气孔率
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On the Optimization of the Quality of Language Tests 被引量:1
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作者 张艳梅 《语言与文化研究》 2008年第2期21-24,共4页
Language tests are frequently used as devices to evaluate language learning and teaching; therefore,we must be concerned about the quality—reliability and validity—of our tests.Many researches have showed that the q... Language tests are frequently used as devices to evaluate language learning and teaching; therefore,we must be concerned about the quality—reliability and validity—of our tests.Many researches have showed that the quality of language tests has been decreased owing to the misuse of multiple-choice items.It is necessary to reduce the percentage of objective items in the tests,but what is more important is test writers’ professional skills which can directly affect the quality of the tests. This essay focuses on how to optimize the quality of language tests through the training for test writers. It has become quite urgent and important now,which should involve in familiarizing the writers with basic testing theories,purposes and types of testing,and main specific testing methods. 展开更多
关键词 LANGUAGE testS validity RELIABILITY test WRITERS p
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基于P-750固定翼飞机的自动化航放/航磁测量系统研制 被引量:2
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作者 李江坤 武雷超 +2 位作者 张伟 卢亚运 张光雅 《铀矿地质》 CAS CSCD 2023年第1期143-152,共10页
为提高航空物探作业效率,提升自动化作业水平,降低安全风险,研制了可实现自动化作业的航放/航磁测量系统。以P-750固定翼飞机为平台,开展了系统集成和飞机改装,实现了航空物探无人值守作业和远程监测。对该系统开展了飞机本底、磁静态... 为提高航空物探作业效率,提升自动化作业水平,降低安全风险,研制了可实现自动化作业的航放/航磁测量系统。以P-750固定翼飞机为平台,开展了系统集成和飞机改装,实现了航空物探无人值守作业和远程监测。对该系统开展了飞机本底、磁静态噪声、GPS定位精度、磁补偿效果及动态噪声等技术指标测试,完成了航放系统标定和试验飞行。测试和试验飞行结果表明,系统各项指标均满足或优于现行航放和航磁测量规范的要求,验证了基于P-750固定翼飞机的自动化航空物探(放/磁)测量系统可安全、高效执行航空物探作业任务。 展开更多
关键词 航空物探 自动化测量 p-750 试验应用
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高灵敏硅凹槽膜片型光纤F-P局部放电超声传感器 被引量:1
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作者 张丽娜 黄怿 +3 位作者 汪良杰 李群 郝宝欣 王廷云 《电力工程技术》 北大核心 2023年第5期2-9,共8页
文中设计并制备了一种硅凹槽膜片型光纤法布里-珀罗(Fabry-Perot,F-P)超声传感器,用于电力设备局部放电检测。采用有限元软件优化设计传感膜片的凹槽参数,与传统圆形膜片相比,硅凹槽膜片的静态灵敏度提升4.09倍且谐振频率基本不变。通... 文中设计并制备了一种硅凹槽膜片型光纤法布里-珀罗(Fabry-Perot,F-P)超声传感器,用于电力设备局部放电检测。采用有限元软件优化设计传感膜片的凹槽参数,与传统圆形膜片相比,硅凹槽膜片的静态灵敏度提升4.09倍且谐振频率基本不变。通过耦合效率修正传统双光束干涉模型,研究F-P腔长对传感器干涉光谱对比度的影响,以提升传感器的声压灵敏度。利用微机电系统(micro-electro-mechanical system,MEMS)制备硅凹槽膜片,其凹槽直径为829.44μm,厚度为2.09μm,F-P腔长为163.600μm。在谐振频率61.5 kHz处,传感器声压灵敏度可达357.78 mV/Pa,并结合气体绝缘开关(gas insulated switchgear,GIS)局部放电缺陷模型对传感器性能进行验证。实验结果表明,文中所制备的光纤F-P超声传感器具有声压灵敏度高、实时性好、超声信号检测能力强等优点。 展开更多
关键词 光纤传感器 法布里-珀罗(F-p) 凹槽膜片 微机电系统(MEMS) 局部放电 超声检测
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基于静力触探的黏土中桩基p-y曲线研究 被引量:2
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作者 刘金昊 张帆 戴国亮 《太阳能学报》 EI CAS CSCD 北大核心 2023年第2期172-180,共9页
将华能灌云海上风电场试桩试验实测数据与4种基于CPT测试的黏土p-y曲线方法的理论计算结果进行对比。对比显示:传统的p-y曲线因其原始试验的局限性会显著低估桩侧土体的极限土反力,使桩基设计偏于保守;而双曲线型的p-y曲线虽然高估桩侧... 将华能灌云海上风电场试桩试验实测数据与4种基于CPT测试的黏土p-y曲线方法的理论计算结果进行对比。对比显示:传统的p-y曲线因其原始试验的局限性会显著低估桩侧土体的极限土反力,使桩基设计偏于保守;而双曲线型的p-y曲线虽然高估桩侧土反力,但是对桩侧土体初始刚度预测较准。根据以上对比分析结果,采用Matlab回归函数进行模型集成,将传统型p-y曲线模型与双曲线型p-y曲线模型结合,提出一种基于CPT测试的适用于黏土的复合p-y曲线模型。最后通过与已有工程实例实测数据进行对比,验证了新提出方法的可靠性。该方法可为黏土中水平受荷桩基计算提供新途径。 展开更多
关键词 海上风电 静力触探 模型集成 p-Y曲线
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Esophageal testing: What we have so far 被引量:8
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作者 Nicola de Bortoli Irene Martinucci +10 位作者 Lorenzo Bertani Salvatore Russo Riccardo Franchi Manuele Furnari Salvatore Tolone Giorgia Bodini Valeria Bolognesi Massimo Bellini Vincenzo Savarino Santino Marchi Edoardo Vincenzo Savarino 《World Journal of Gastrointestinal Pathophysiology》 CAS 2016年第1期72-85,共14页
Gastroesophageal reflux disease(GERD) is a common disorder of the gastrointestinal tract. In the last few decades, new technologies have evolved and have been applied to the functional study of the esophagus, allowing... Gastroesophageal reflux disease(GERD) is a common disorder of the gastrointestinal tract. In the last few decades, new technologies have evolved and have been applied to the functional study of the esophagus, allowing for the improvement of our knowledge of the pathophysiology of GERD. High-resolution manometry(HRM) permits greater understanding of the function of the esophagogastric junction and the risks associated with hiatal hernia. Moreover, HRM has been found to be more reproducible and sensitive than conventional water-perfused manometry to detect the presence of transient lower esophageal sphincter relaxation. Esophageal 24-h p H-metry with or without combined impedance is usually performed in patients with negative endoscopy and reflux symptoms who have a poor response to anti-reflux medical therapy to assess esophageal acid exposure and symptom-reflux correlations. In particular, esophageal 24-h impedance and p H monitoring can detect acid and non-acid reflux events. Endo FLIP is a recent technique poorly applied in clinical practice, although it provides a large amount of information about the esophagogastric junction. In the coming years, laryngopharyngeal symptoms could be evaluated with up and coming non-invasive or minimally invasive techniques, such as pepsin detection in saliva or pharyngeal p H-metry. Future studies are required of these techniques to evaluate their diagnostic accuracy and usefulness, although the available data are promising. 展开更多
关键词 GASTROESOpHAGEAL REFLUX disease Highresolution MANOMETRY Multichannel impedance and pH BRAVO EndoFLIp pEp-test Restech
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深厚软黏土地基中大直径单桩基础现场水平受荷试验及p-y曲线适用性研究 被引量:4
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作者 鲍金虎 苏静波 +2 位作者 吴锋 刘睿 钱荣荣 《河海大学学报(自然科学版)》 CAS CSCD 北大核心 2023年第3期127-134,共8页
基于某海上风电场开展的单桩水平受荷特性现场试验,研究了深厚软黏土中2.4 m大直径钢管桩荷载-位移响应、桩身挠度及桩身弯矩规律;探讨了m法、API规范法和双曲线型p-y曲线在软黏土地基中的适用性,并建立数值模型对不同直径单桩基础的水... 基于某海上风电场开展的单桩水平受荷特性现场试验,研究了深厚软黏土中2.4 m大直径钢管桩荷载-位移响应、桩身挠度及桩身弯矩规律;探讨了m法、API规范法和双曲线型p-y曲线在软黏土地基中的适用性,并建立数值模型对不同直径单桩基础的水平承载力贡献因素进行分析。结果表明:API规范法与双曲线型p-y曲线在浅层土中p-y曲线初始刚度与桩周土抗力偏大,双曲线型p-y曲线在一定深度下能够较好地预测土反力随位移的变化关系,m法与双曲线型p-y曲线计算得出的水平位移较实测值偏小,结果偏向不安全,API规范法计算结果相比实测值较大,计算结果较为保守;随着桩径增大,单桩基础的侧摩阻力和基底抗力对水平承载力贡献也会随之增大,双曲线型p-y曲线会严重低估单桩的水平承载力。 展开更多
关键词 大直径 钢管桩 深厚软黏土地基 现场试验 水平受荷特性 p-Y曲线
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TESTING OF CORRELATION AND HETEROSCEDASTICITY IN NONLINEAR REGRESSION MODELS WITH DBL(p,q,1) RANDOM ERRORS
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作者 刘应安 韦博成 《Acta Mathematica Scientia》 SCIE CSCD 2008年第3期613-632,共20页
Chaos theory has taught us that a system which has both nonlinearity and random input will most likely produce irregular data. If random errors are irregular data, then random error process will raise nonlinearity (K... Chaos theory has taught us that a system which has both nonlinearity and random input will most likely produce irregular data. If random errors are irregular data, then random error process will raise nonlinearity (Kantz and Schreiber (1997)). Tsai (1986) introduced a composite test for autocorrelation and heteroscedasticity in linear models with AR(1) errors. Liu (2003) introduced a composite test for correlation and heteroscedasticity in nonlinear models with DBL(p, 0, 1) errors. Therefore, the important problems in regression model axe detections of bilinearity, correlation and heteroscedasticity. In this article, the authors discuss more general case of nonlinear models with DBL(p, q, 1) random errors by score test. Several statistics for the test of bilinearity, correlation, and heteroscedasticity are obtained, and expressed in simple matrix formulas. The results of regression models with linear errors are extended to those with bilinear errors. The simulation study is carried out to investigate the powers of the test statistics. All results of this article extend and develop results of Tsai (1986), Wei, et al (1995), and Liu, et al (2003). 展开更多
关键词 DBL(p Q 1) random errors nonlinear regression models score test HETEROSCEDASTICITY CORRELATION
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SiC_(p)/AZ91D镁基复合材料中SiC_(p)颗粒分散情况的无损检测方法
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作者 胡克 尧军平 +2 位作者 陆铭慧 程树云 董星宇 《材料工程》 EI CAS CSCD 北大核心 2023年第10期197-205,共9页
SiC_(p)/AZ91D镁基复合材料在航空航天领域应用较为广泛,但由于国内外对于超声波检测方法研究SiC_(p)/AZ91D镁基复合材料中SiC_(p)颗粒分布情况鲜见报道。本工作通过挤压铸造法,制备体积分数分别为0%,2%,4%和6%的SiC_(p)颗粒增强镁基复... SiC_(p)/AZ91D镁基复合材料在航空航天领域应用较为广泛,但由于国内外对于超声波检测方法研究SiC_(p)/AZ91D镁基复合材料中SiC_(p)颗粒分布情况鲜见报道。本工作通过挤压铸造法,制备体积分数分别为0%,2%,4%和6%的SiC_(p)颗粒增强镁基复合材料。为了研究复合材料中颗粒分布情况,本工作采用超声声速法、超声衰减法、超声波特征扫描成像检测及非线性超声检测方法对SiC_(p)颗粒分散性进行研究。探索各种声学参量随SiC_(p)体积分数的变化关系及不同的检测方法对SiC_(p)颗粒分布情况检测能力的差异,并进行实验验证。结果表明:超声特征扫描检测及超声速度法能够定量检测SiC_(p)宏观团聚,超声衰减法对表征微观团聚和宏观团聚都能达到一个很好的效果,非线性超声检测方法对于检测SiC_(p)微观团聚更为敏感,颗粒不均匀时对力学性能影响最为突出,抗拉强度大大降低。 展开更多
关键词 SiC_(p)/AZ91D复合材料 颗粒增强 超声检测 颗粒团聚
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Application of wave equation theory to improve dynamic cone penetration test for shallow soil characterisation
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作者 Miguel Angel Benz Navarrete Pierre Breul Roland Gourvès 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2022年第1期289-302,共14页
Among the geotechnical in situ tests,the dynamic penetration test(DPT)is commonly used around the world.However,DPT remains a rough technique and provides only one failure parameter:blow count or cone resistance.This ... Among the geotechnical in situ tests,the dynamic penetration test(DPT)is commonly used around the world.However,DPT remains a rough technique and provides only one failure parameter:blow count or cone resistance.This paper presents an improvement of the dynamic cone penetration test(DCPT)for soil characterisation based on the wave equation theory.Implemented on an instrumented lightweight dynamic penetrometer driving with variable energy,the main process of the test involves the separation and reconstruction of the waves propagating in the rods after each blow and provides a dynamic cone load-penetration(DCLT)curve.An analytical methodology is used to analyse this curve and to estimate additional strength and deformation parameters of the soil:dynamic and pseudo-static cone resistances,deformation modulus and wave velocity.Tests carried out in the laboratory on different specimens(wood,concrete,sand and clay)in an experimental sand pit and in the field demonstrated that the resulting DCLT curve is reproducible,sensitive and reliable to the test conditions(rod length,driving energy,etc.)as well as to the soil properties(nature,density,etc.).Obtained results also showed that the method based on shock polar analysis makes it possible to evaluate mechanical impedance and wave velocity of soils,as demonstrated by the comparisons with cone penetration test(CPT)and shear wave velocity measurements made in the field.This technique improves the method and interpretation of DPT and provides reliable data for shallow foundation design. 展开更多
关键词 In situ test Dynamic cone penetrometer p.A.N.D.A. Wave equation Wave decoupling Dynamic cone load-penetration(DCLT)curve
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负斜桩顶部水平受拉响应及p-y曲线特征试验研究 被引量:4
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作者 周德泉 蔡强 +3 位作者 王创业 朱沁 周毅 李留玺 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2023年第1期198-207,共10页
为研究倾斜桩的水平受拉响应特征,在模型砂土中设置0°、10°、20°倾斜桩及桩底嵌岩20°倾斜桩,桩顶施加水平拉力,拉力方向与倾斜方向相反,测试4根模型桩的水平位移、应变片与土压力盒应变,获得桩身水平位移、弯矩、... 为研究倾斜桩的水平受拉响应特征,在模型砂土中设置0°、10°、20°倾斜桩及桩底嵌岩20°倾斜桩,桩顶施加水平拉力,拉力方向与倾斜方向相反,测试4根模型桩的水平位移、应变片与土压力盒应变,获得桩身水平位移、弯矩、土抗力和p-y曲线特征随倾斜角和桩底约束条件的变化规律.结果表明:1)桩顶水平受拉时,随着倾斜角的增加,负斜桩顶部水平位移逐渐增大,弯矩峰值随之增大,而土抗力峰值逐渐减小,土抗力峰值点位置逐渐降低,单桩的水平承载力随之降低,抗弯能力减小;2)随着桩底约束程度的提高,负斜桩顶部水平位移减小,桩身弯矩峰值、土抗力峰值减小,单桩水平承载力增大,抗弯能力增强;3)水平荷载作用下,本模型的负斜桩破坏模式为“转动+弯曲”,转动点位置随倾斜角的减小或桩底约束程度的提高而下降;4)0°~20°负斜主动桩p-y曲线可采用p/p_(ub)=α(y/y_(50))^(β)进行拟合,倾斜角与桩底约束程度对α影响不大,倾斜角对β值变化幅度影响较小,β值变化幅度随桩底约束程度提高而降低. 展开更多
关键词 桩基工程 负斜桩 主动桩 p-Y曲线 模型试验
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An Investigation into the Development of a Spoken English Test
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作者 付期棉 《海外英语》 2014年第6X期76-77,85,共3页
This paper investigates the development of a spoken English test.The nature of speaking test and its design principles are first reviewed.Then the procedure of the test development is elaborated in detail,namely,desig... This paper investigates the development of a spoken English test.The nature of speaking test and its design principles are first reviewed.Then the procedure of the test development is elaborated in detail,namely,design stage,construction stage and try out stage.The challenges facing the development of spoken test are finally discussed. 展开更多
关键词 SpOKEN ENGLISH test test development test design p
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p值法检验在隧道围岩位移预测中的应用
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作者 王军 肖宏笛 +3 位作者 游黔峰 史晓贞 祝李京 蒙伟 《公路工程》 2023年第6期66-73,142,共9页
在隧道围岩位移的预测过程中,为客观地选择最佳预测模型,提出采用“p值法检验”和“残差平方和”选择最佳预测模型。首先通过公路隧道施工技术细则,确定了隧道围岩位移应采用指数函数、对数函数或者双曲函数进行预测。然后依据概率论与... 在隧道围岩位移的预测过程中,为客观地选择最佳预测模型,提出采用“p值法检验”和“残差平方和”选择最佳预测模型。首先通过公路隧道施工技术细则,确定了隧道围岩位移应采用指数函数、对数函数或者双曲函数进行预测。然后依据概率论与数理统计相关理论,阐述了“p值法检验”和“残差平方和”选择最佳预测模型的原理。最后以渝黔复线高速公路的1号和2号隧道为工程背景进行应用,发现双曲函数和指数函数可分别作为2号隧道左线里程ZK1+050处拱顶下沉和周边收敛的最佳预测模型。研究结果表明:p值法检验不仅能够判断显著性,而且还能够给出拒绝原假设依据的强度;在指数函数、对数函数或者双曲函数中,若回归模型和回归系数的p值分别为:p≤0.01、0.010.1,则位移与时间存在指数函数、对数函数或者双曲函数关系的依据分别为:很强、强、弱、没有依据;若通过显著性检验的回归模型大于等于两个,则选择“残差平方和”最小的回归模型即可作为隧道围岩位移的最佳预测模型。 展开更多
关键词 隧道 位移 预测 p值法 残差平方和
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Semiquantitative determination of some nitrogen compounds by the formation of charge-transfer complexes of diphenylamine with p-dimethylaminobenzaldehyde by capillary solid-state spot-tests
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作者 Ishaat M.Khan Ahmad Naeem Afaq Ahmad 《Chinese Chemical Letters》 SCIE CAS CSCD 2010年第6期720-724,共5页
The interactions of p-dimethylaminobenzaldehyde(p-DAB) and potassium hydrogen sulphate(PHS) in equimolar ratio with various concentration of diphenylamine(solid test material) have been investigated by capillary spot-... The interactions of p-dimethylaminobenzaldehyde(p-DAB) and potassium hydrogen sulphate(PHS) in equimolar ratio with various concentration of diphenylamine(solid test material) have been investigated by capillary spot-tests technique in order to investigate the effect of temperature and volume of material in test-tube.The formation of the colored boundary in the capillary is taken for the detection of organic compounds by spot-tests at different temperature and volume of solid test material. 展开更多
关键词 p-DAB Capillary spot-tests Solid material potassium hydrogen sulphate
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Simulation analysis for O-cell test of pile and the interaction of upper pile and lower pile
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作者 郑英杰 张克绪 张尔其 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2009年第4期541-547,共7页
In this paper,the soil-pile system of O-cell test of pile is simplified as an axi-symmetric problem.By using aggregation of quadrilateral isoparametric elements to simulate pile and soil,setting Goodman's elements... In this paper,the soil-pile system of O-cell test of pile is simplified as an axi-symmetric problem.By using aggregation of quadrilateral isoparametric elements to simulate pile and soil,setting Goodman's elements between pile and soils,a method of numerical simulation analysis on O-cell test of pile is presented with the consideration of nonlinear mechanical behavior of soils and pile-soil interface.The method is applied to the analysis of a case of O-cell test of pile.The load-displacement curves and axial force curves of upper pile and lower pile obtained from the O-cell test of pile are fitted,and parameters of the mechanical model of soils and interface are determined.Analysis results validate that the numerical simulation analysis method put forward in this paper is applicable.Furthermore,the interaction and influence of upper pile and lower pile in the O-cell test are also studied with the method.The result shows that if load box is located in a soil layer with fine mechanical behavior,the interaction of upper pile and lower pile in O-cell test can be ignored generally. 展开更多
关键词 电池测试 测试桩 相互作用 O型 仿真分析 非线性力学行为 数值模拟分析 四边形等参元
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Effect size in papers published by the Journal of Forestry Research:A missing treasure?
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作者 Evgenios Agathokleous Lei Yu 《Journal of Forestry Research》 SCIE CAS CSCD 2023年第2期297-299,共3页
P values based on standard hypothesis testing are commonly reported in articles published by the Journal of Forestry Research(JFR).However,effect sizes are barely used and reported,even if they are of direct relevance... P values based on standard hypothesis testing are commonly reported in articles published by the Journal of Forestry Research(JFR).However,effect sizes are barely used and reported,even if they are of direct relevance to the primary questions of many of the published studies.The incorporation of effect sizes in studies published by JFR should be encouraged and promoted.Inclusion of effect sizes as a requirement in the journal guidelines will facilitate a major change in the way data are tested and interpreted,with the ultimate goal to exempt researchers from the custom of drawing conclusions merely based upon a dichotomous statistical result(P value).Such a policy can also lead to more informed decisions of whether identified effects are of practical relevance to the forestry. 展开更多
关键词 Eff ect magnitude Null hypothesis signifi cance testing p value Science communication Scientifi c writing
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The Plate Load Test in the Application of Dynamic Compaction Test of Subgrade Bearing Capacity
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作者 Xichang Zhang Yuehong Su Zhi Zhang 《土木工程与技术(中英文版)》 2013年第2期34-39,共6页
关键词 土木工程 建筑工程 建筑设计 建筑材料
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