CPT

作品数:704被引量:1595H指数:17
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Fullerene modification of WO_(3) electron transport layer toward high-efficiency MA-free perovskite solar cells with eliminated light-soaking effect被引量:1
《Interdisciplinary Materials》2023年第3期459-469,共11页Xin Yu Bing Cai Jinxia Zhang Xingcheng Li Xue Wang Gongtao Duan Wenfeng Zhang Xinhang Liu Wen-Hua Zhang Shangfeng Yang 
National Natural Science Foundation of China,Grant/Award Numbers:51925206,U1932214;National Key Research and Development Program of China,Grant/Award Number:2017YFA0402800。
In perovskite solar cells(PSCs),the light-soaking effect,which means device performance changes obviously under continuous light illumination,is potentially harmful to loaded devices as well as accurately assessing th...
关键词:CPTA-modified WO3 interfacial engineering light-soaking effect MA-free perovskite stability 
Technique for Estimating the Cone Bearing Smoothing Parameters
《International Journal of Geosciences》2023年第7期603-618,共16页Erick Baziw 
Cone penetration testing (CPT) is an extensively utilized and cost effective tool for geotechnical site characterization. CPT consists of pushing at a constant rate an electronic cone into penetrable soils and recordi...
关键词:Cone Penetration Testing (CPT) Geotechnical Site Characterization Optimal Estimation Iterative Forward Modelling (IFM) Monte Carlo Techniques Calibration 
CPT阻力受土层界面效应影响的数值模拟
《实验室研究与探索》2023年第5期26-31,36,共7页丁雪涛 潘殿琦 王明威 
国家自然科学基金项目(52178314);吉林省科技发展计划项目(20190303079SF)。
因为相邻土层性质差异,导致贯入阻力在穿越土层界面时发生明显变化,成层土中的静力触探试验(CPT)会出现超前、滞后效应,使得依据阻力曲线划分土层的精确性降低。为此设置可变参数,并采用PFC^(2D)软件模拟成层土中的CPT贯入试验。通过对...
关键词:静力触探 贯入阻力 土层界面效应 
Methodology for Obtaining Optimal Sleeve Friction and Friction Ratio Estimates from CPT Data
《International Journal of Geosciences》2023年第3期290-303,共14页Erick Baziw 
Cone penetration testing (CPT) is a cost effective and popular tool for geotechnical site characterization. CPT consists of pushing at a constant rate an electronic penetrometer into penetrable soils and recording con...
关键词:Cone Penetration Testing (CPT) Optimal Estimation Geotechnical Site Characterization Sleeve Friction Cone Bearing Friction Ratio Iterative Forward Modelling (IFM) Soil Behavior Type (SBT) 
基于TFRN和CPT的风险控制方案评估研究
《软科学》2022年第4期138-144,共7页王宇亮 
国家自然科学基金项目(71401142)。
为了有效处理风险控制方案决策过程中偏好信息的模糊性和不完全理性,提出了基于三角模糊随机数和累积前景理论的评估方法。首先,基于三角模糊随机数确定风险控制备选方案的期望均值,通过灰色关联深度系数得到各项关键指标的权重系数;然...
关键词:重大工程项目 风险控制方案 三角模糊随机数 累积前景理论 
Cone Bearing Estimation Utilizing a Hybrid HMM and IFM Smoother Filter Formulation
《International Journal of Geosciences》2021年第11期1040-1054,共15页Erick Baziw Gerald Verbeek 
Cone penetration testing (CPT) is a widely used geotechnical engineering in-situ test for mapping soil profiles and assessing ...
关键词:Bayesian Recursive Estimation (BRE) Cone Penetration Testing (CPT) Geotechnical Site Characterization Hidden Markov Model (HMM) Iterative Forward Modelling (IFM) SMOOTHING 
A hybrid approach for evaluating CPT-based seismic soil liquefaction potential using Bayesian belief networks被引量:5
《Journal of Central South University》2020年第2期500-516,共17页MAHMOOD Ahmad TANG Xiao-wei QIU Jiang-nan GU Wen-jing FEEZAN Ahmad 
Projects(2016YFE0200100,2018YFC1505300-5.3)supported by the National Key Research&Development Plan of China;Project(51639002)supported by the Key Program of National Natural Science Foundation of China
Discernment of seismic soil liquefaction is a complex and non-linear procedure that is affected by diversified factors of uncertainties and complexity.The Bayesian belief network(BBN)is an effective tool to present a ...
关键词:Bayesian belief network cone penetration test seismic soil liquefaction interpretive structural modeling structural learning 
Loschmidt’s Paradox, Extended to CPT Symmetry, Bypasses Second Law
《Journal of Applied Mathematics and Physics》2019年第12期3140-3175,共36页George S. Levy 
Loschmidt’s paradox is extended by replacing its assumption of time reversibility with full CPT symmetry. Mobility is identified as a means for expressing collisions or dissipation, and the cross product of its gradi...
关键词:Second Law BOLTZMANN Loschmidt CPT SYMMETRY ENTROPY Nernst Effect H-THEOREM Onsager PARADOX Cross Product 
惯性技术之窗:量子传感器国内外研究现状3
《海陆空天惯性世界》2019年第6期151-152,共2页郭佳 
CPT原子磁力仪德国波恩大学应用物理学院Wynands教授团队是最早利用CPT原理进行测磁研究的,1996年,他们利用Cs原子观察到了线宽为42Hz的CPT共振信号。在2001年,他们对CPT测磁系统进行改善,进一步达到了4pT的分辨率和12pT/Hz1/2的灵敏度.
关键词:惯性技术 传感器 量子 德国波恩大学 原子磁力仪 CPT 物理学院 共振信号 
Seasonal influence on cone penetration test: An unsaturated soil site example
《Journal of Rock Mechanics and Geotechnical Engineering》2019年第2期361-368,共8页Heraldo Luiz Giacheti Renan Cravera Bezerra Breno Padovezi Rocha Roger Augusto Rodrigues 
the S?o Paulo Research Foundation (FAPESP) (Grant Nos. 2010/50680-3, 2011/09031-0, 2014/23767-8 and 2015/ 17260-0);the National Council for Scientific and Technological Development (CNPq) (Grant Nos. 310867/2012-6 and 446424/ 2014-5) for supporting their research
Interpretation of electric cone penetration test(CPT) based pore water pressure measurement(CPTu) is well established for soils with behavior that follows classical soil mechanics. The literature on the interpretation...
关键词:Site investigation In situ testing Cone penetration test (CPT) Unsaturated soil SUCTION VARIABILITY 
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