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Monitoring the Heavy Element of Cr in Agricultural Soils Using a Mobile Laser-Induced Breakdown Spectroscopy System with Support Vector Machine 被引量:2
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作者 谷艳红 赵南京 +6 位作者 马明俊 孟德硕 余洋 贾尧 方丽 刘建国 刘文清 《Chinese Physics Letters》 SCIE CAS CSCD 2016年第8期64-68,共5页
Due to its complicated matrix effects, rapid quantitative analysis of chromium in agricultural soils is difficult without the concentration gradient samples by laser-induced breakdown spectroscopy. To improve the anal... Due to its complicated matrix effects, rapid quantitative analysis of chromium in agricultural soils is difficult without the concentration gradient samples by laser-induced breakdown spectroscopy. To improve the analysis speed and accuracy, two calibration models are built with the support vector machine method: one considering the whole spectra and the other based on the segmental spectra input. Considering the results of the multiple linear regression analysis, three segmental spectra are chosen as the input variables of the support vector regression (SVR) model. Compared with the results of the SVR model with the whole spectra input, the relative standard error of prediction is reduced from 3.18% to 2.61% and the running time is saved due to the decrease in the number of input variables, showing the robustness in rapid soil analysis without the concentration gradient samples. 展开更多
关键词 of is on LIBS in Monitoring the Heavy Element of Cr in Agricultural soils Using a Mobile Laser-Induced Breakdown Spectroscopy System with support Vector Machine SVR CR with
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Longitudinal vibration characteristics of a tapered pipe pile considering the vertical support of surrounding soil and construction disturbance
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作者 Li Zhenya Pan Yunchao +2 位作者 He Xianbin Lv Chong Mohammad Towhid 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2024年第1期51-63,共13页
This research is concentrated on the longitudinal vibration of a tapered pipe pile considering the vertical support of the surrounding soil and construction disturbance.First,the pile-soil system is partitioned into f... This research is concentrated on the longitudinal vibration of a tapered pipe pile considering the vertical support of the surrounding soil and construction disturbance.First,the pile-soil system is partitioned into finite segments in the vertical direction and the Voigt model is applied to simulate the vertical support of the surrounding soil acting on the pile segment.The surrounding soil is divided into finite ring-shaped zones in the radial direction to consider the construction disturbance.Then,the shear complex stiffness at the pile-soil interface is derived by solving the dynamic equilibrium equation for the soil from the outermost to innermost zone.The displacement impedance at the top of an arbitrary pile segment is obtained by solving the dynamic equilibrium equation for the pile and is combined with the vertical support of the surrounding soil to derive the displacement impedance at the bottom of the upper adjacent segment.Further,the displacement impedance at the pile head is obtained based on the impedance function transfer technique.Finally,the reliability of the proposed solution is verified,followed by a sensitivity analysis concerning the coupling effect of the pile parameters,construction disturbance and the vertical support of the surrounding soil on the displacement impedance of the pile. 展开更多
关键词 tapered pipe pile longitudinal vibration vertical support of the surrounding soil construction disturbance displacement impedance
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Data assimilation using support vector machines and ensemble Kalman filter for multi-layer soil moisture prediction 被引量:1
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作者 Di LIU Zhong-bo YU Hai-shen LV 《Water Science and Engineering》 EI CAS 2010年第4期361-377,共17页
Hybrid data assimilation (DA) is a method seeing more use in recent hydrology and water resources research. In this study, a DA method coupled with the support vector machines (SVMs) and the ensemble Kalman filter... Hybrid data assimilation (DA) is a method seeing more use in recent hydrology and water resources research. In this study, a DA method coupled with the support vector machines (SVMs) and the ensemble Kalman filter (EnKF) technology was used for the prediction of soil moisture in different soil layers: 0-5 cm, 30 cm, 50 cm, 100 cm, 200 cm, and 300 cm. The SVM methodology was first used to train the ground measurements of soil moisture and meteorological parameters from the Meilin study area, in East China, to construct soil moisture statistical prediction models. Subsequent observations and their statistics were used for predictions, with two approaches: the SVM predictor and the SVM-EnKF model made by coupling the SVM model with the EnKF technique using the DA method. Validation results showed that the proposed SVM-EnKF model can improve the prediction results of soil moisture in different layers, from the surface to the root zone. 展开更多
关键词 data assimilation support vector machines ensemble Kalman filter soil moisture
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基于Hardening-Soil模型基坑支护变形特性研究 被引量:8
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作者 贺晨 陈建宏 +1 位作者 张志飞 杨珊 《矿业研究与开发》 CAS 北大核心 2010年第2期44-46,共3页
在基坑开挖的模拟分析中,考虑土体的卸荷膨胀及加载硬化等性质,选用一种更适用于土体开挖的Hardening-Soil本构模型,对深基坑开挖阶段支护结构变形特性进行了数值模拟,计算得出不同开挖阶段的内支撑的轴力变化、围护桩的力矩变化、以及... 在基坑开挖的模拟分析中,考虑土体的卸荷膨胀及加载硬化等性质,选用一种更适用于土体开挖的Hardening-Soil本构模型,对深基坑开挖阶段支护结构变形特性进行了数值模拟,计算得出不同开挖阶段的内支撑的轴力变化、围护桩的力矩变化、以及桩的水平位移的变化,计算结果很好地反映了土的特性,为工程设计与施工提供了依据。 展开更多
关键词 Hardening-soil模型 基坑支护 结构变形
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带锚双排桩在深基坑支护工程中的应用研究
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作者 洪慧 《山西建筑》 2026年第2期75-78,139,共5页
带锚双排桩是在双排桩的基础上结合锚杆支护,可以达到提高桩体整体稳定性、有效缩短工期、提高经济效益的目的。文中分析了双排桩的土压力与内力计算方法,结合工程实例,研究了带锚双排桩在深基坑支护中的应用,并对带锚双排桩的弯矩、剪... 带锚双排桩是在双排桩的基础上结合锚杆支护,可以达到提高桩体整体稳定性、有效缩短工期、提高经济效益的目的。文中分析了双排桩的土压力与内力计算方法,结合工程实例,研究了带锚双排桩在深基坑支护中的应用,并对带锚双排桩的弯矩、剪力和位移的计算方法进行分析。分析表明:锚索的受力作用显著,使得各监测点位移较小;带锚双排桩的累计变形量均在控制范围内。现场数据的对比分析验证了计算模型的准确性和适用性。 展开更多
关键词 深基坑 双排桩 锚杆支护 土压力
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An Insight into Machine Learning Algorithms to Map the Occurrence of the Soil Mattic Horizon in the Northeastern Qinghai-Tibetan Plateau 被引量:1
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作者 ZHI Junjun ZHANG Ganlin +6 位作者 YANG Renmin YANG Fei JIN Chengwei LIU Feng SONG Xiaodong ZHAO Yuguo LI Decheng 《Pedosphere》 SCIE CAS CSCD 2018年第5期739-750,共12页
Soil diagnostic horizons, which each have a set of quantified properties, play a key role in soil classification. However, they are difficult to predict, and few attempts have been made to map their spatial occurrence... Soil diagnostic horizons, which each have a set of quantified properties, play a key role in soil classification. However, they are difficult to predict, and few attempts have been made to map their spatial occurrence. We evaluated and compared four machine learning algorithms, namely, the classification and regression tree(CART), random forest(RF), boosted regression trees(BRT), and support vector machine(SVM), to map the occurrence of the soil mattic horizon in the northeastern Qinghai-Tibetan Plateau using readily available ancillary data. The mechanisms of resampling and ensemble techniques significantly improved prediction accuracies(measured based on area under the receiver operator characteristic curve score(AUC)) and produced more stable results for the BRT(AUC of 0.921 ± 0.012, mean ± standard deviation) and RF(0.908 ± 0.013) algorithms compared to the CART algorithm(0.784 ± 0.012), which is the most commonly used machine learning method. Although the SVM algorithm yielded a comparable AUC value(0.906 ± 0.006) to the RF and BRT algorithms, it is sensitive to parameter settings, which are extremely time-consuming.Therefore, we consider it inadequate for occurrence-distribution modeling. Considering the obvious advantages of high prediction accuracy, robustness to parameter settings, the ability to estimate uncertainty in prediction, and easy interpretation of predictor variables, BRT seems to be the most desirable method. These results provide an insight into the use of machine learning algorithms to map the mattic horizon and potentially other soil diagnostic horizons. 展开更多
关键词 boosted regression trees classification and regression tree digital soil mapping random forest soil diagnostic horizons support vector machine
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Estimating Total Nitrogen Content in Brown Soil of Orchard Based on Hyperspectrum 被引量:2
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作者 Shujing Cao Xicun Zhu +4 位作者 Cheng Li Yu Wei Xiaoyan Guo Xinyang Yu Chunyan Chang 《Open Journal of Soil Science》 2017年第9期203-215,共13页
The best hyperspectral estimation model of soil total nitrogen (TN) was established, which provided the basis for rapid and accurate estimation of soil total nitrogen content, scientific and rational fertilization and... The best hyperspectral estimation model of soil total nitrogen (TN) was established, which provided the basis for rapid and accurate estimation of soil total nitrogen content, scientific and rational fertilization and soil informatization management. A total of 92 brown soil samples were collected from the orchard of Qixia County, Yantai City, Shandong Province. After drying and grinding, the hyperspectrum of the soil was measured in the laboratory using ASD FieldSpec3. The TN contents of brown soil were measured by Kjeldahl method. The sensitive wavelengths were selected by multiple linear stepwise regression method. The hyperspectral estimation model of TN was established by Random Forest (RF) and Support Vector Machines (SVM). The models were validated by independent samples. The best estimation model was obtained. The sensitive wavelengths were 956 nm, 995 nm, 1020 nm, 1410 nm, 1659 nm and 2020 nm. The coefficients of determination (R2) of the two estimation models were 0.8011 and 0.8283, the root mean square errors (RMSE) were 0.022 and 0.025, and relative errors (RE) were 0.1422 and 0.1639, respectively. Random Forest model and Support Vector Machines model are feasible in estimating TN contents, but the Support Vector Machines model is better. 展开更多
关键词 Hyperspectrum soil TOTAL Nitrogen Random FOREST support VECTOR MACHINES
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基于响应面法的某粉质黏土深基坑土钉参数分析与优化 被引量:2
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作者 樊成 王子源 +2 位作者 祁鹏飞 张宏斌 张条条 《长江科学院院报》 北大核心 2025年第4期142-148,158,共8页
为揭示土钉设计中空间形态参数等因素对粉质黏土深基坑三维稳定性的影响规律,以河北某粉质黏土地区深基坑为工程背景,基于响应面法设计Plackett-Burman与Box-Behnken试验,采用MIDAS-GTS与Design-Expert软件建立试验模型。通过数值模拟... 为揭示土钉设计中空间形态参数等因素对粉质黏土深基坑三维稳定性的影响规律,以河北某粉质黏土地区深基坑为工程背景,基于响应面法设计Plackett-Burman与Box-Behnken试验,采用MIDAS-GTS与Design-Expert软件建立试验模型。通过数值模拟与监测数据分析了各参数对粉质黏土深基坑土钉支护安全性的影响规律及优化方案的适用性。结果表明:各参数对粉质黏土地区基坑支护稳定性的影响程度从大到小依次为土钉长度、放坡坡角、土钉间距、土钉倾角、土钉直径。在支护参数的组合作用中,土钉长度与土钉间距对安全系数的影响最大。利用响应面法建立的预测模型能够提供最佳的优化方案,优化方案使土体滑移面后移,基坑的最大水平位移由9.33 mm减至5.42 mm,最大竖直沉降由16.9 mm减至11.8 mm,为该类型基坑土钉支护设计提供了参考。 展开更多
关键词 基坑 土钉支护 响应面法 MIDAS-GTS 优化设计
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非饱和土空间分布与城市地铁基坑支护设计方法 被引量:1
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作者 李连祥 郭龙德 +3 位作者 王锟毅 王培琰 车秀熙 邱叶凡 《山东大学学报(工学版)》 北大核心 2025年第4期84-92,107,共10页
为推进非饱和土理论在基坑支护设计中的应用,以山东大学为例,明确山东大学非饱和土厚度分布;利用基质吸力监测手段,结合非饱和土强度试验数据,建立适用于济南非饱和土的简化土-水特征曲线;基于总黏聚力法,推导了基于饱和度参数的支护结构非... 为推进非饱和土理论在基坑支护设计中的应用,以山东大学为例,明确山东大学非饱和土厚度分布;利用基质吸力监测手段,结合非饱和土强度试验数据,建立适用于济南非饱和土的简化土-水特征曲线;基于总黏聚力法,推导了基于饱和度参数的支护结构非饱和土水平抗力系数比例系数及土压力公式,获得适合实际工程应用的非饱和土支护一般设计方法,并用地铁基坑案例证明该方法的适用性。案例分析表明:与饱和土理论相比,采用非饱和土理论计算的支护结构内力及位移大大减小,且更加接近实际监测值。研究结果显示:现行工程勘察水平下,仅需进行典型基质吸力测量便可获得城市区域简化土-水特征曲线,建立饱和度与基质吸力关系曲线,进行非饱和土基坑支护设计。 展开更多
关键词 非饱和土 基坑工程 支护设计 土-水特征曲线 基质吸力
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长短组合悬臂支护结构在深厚软土基坑的设计实践与应用 被引量:1
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作者 马勇 吴进明 李川 《广东水利水电》 2025年第3期66-71,共6页
常规基坑支护结构一般采用等长布置,对于深厚软土基坑来说,支护结构一般需要穿透软土层进入下卧硬土层,支护结构较长,采用等长布置导致支护的经济性非常差。结合某典型深厚软土地质条件下的悬臂式长短组合支护结构基坑实例,将支护结构... 常规基坑支护结构一般采用等长布置,对于深厚软土基坑来说,支护结构一般需要穿透软土层进入下卧硬土层,支护结构较长,采用等长布置导致支护的经济性非常差。结合某典型深厚软土地质条件下的悬臂式长短组合支护结构基坑实例,将支护结构的内力变形和稳定性计算分开考虑,长桩满足支护结构的稳定性要求,短桩和长桩共同满足支护结构的内力变形要求,当短桩的嵌固深度达到一定程度后,增加短桩的长度对控制支护结构的内力变形基本无影响,进而经济合理地确定短桩的长度,最后采用有限元法进行对比分析。项目的实施效果较好,支护结构的变形均在规范的允许范围内,研究成果可为类似项目提供借鉴。 展开更多
关键词 基坑工程 长短桩 深厚软土 悬臂支护结构
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考虑主应力偏转的桩承式路堤土拱效应分析 被引量:2
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作者 张玲 林炜 +1 位作者 周帅 周杰 《铁道科学与工程学报》 北大核心 2025年第3期1064-1073,共10页
土拱效应是桩承式路堤荷载传递的主要机理之一。基于Terzaghi土柱土拱模型,考虑小主应力偏转对桩承式路堤土拱效应的影响,假定应力偏转角随土拱高度的增加呈线性变化,且小主应力线轨迹为圆弧形,引入小主应力形状系数来表征同一深度处桩... 土拱效应是桩承式路堤荷载传递的主要机理之一。基于Terzaghi土柱土拱模型,考虑小主应力偏转对桩承式路堤土拱效应的影响,假定应力偏转角随土拱高度的增加呈线性变化,且小主应力线轨迹为圆弧形,引入小主应力形状系数来表征同一深度处桩间土平均竖向应力与滑移面竖向应力的关系;然后通过分析等沉面以下桩间土上方路堤填土单元体,建立竖向应力平衡方程,同时利用Winkler地基模型表征桩间土和桩,建立等沉面至桩底的桩-土位移协调方程,解得随桩土差异沉降变化的桩承式路堤土拱高度,以及随土拱高度变化的桩土应力比;最后,结合2个实际工程案例,对比本文方法计算值、实测值以及其他已有理论方法计算值,验证本文方法的合理性。在此基础上,分析路堤高度、桩土刚度比、桩间净距等参数变化时主应力偏转对桩土应力比的影响。研究结果表明:本文方法考虑了主应力偏转,优化了滑移面应力分布;与传统Terzaghi法相比,本文方法土拱高度能随剪应力动态调整;桩土应力比与Terzaghi法趋势一致,但数值更低;桩土应力比和土拱高度随桩土刚度比和路堤高度的增加而增大,桩土应力比随桩间净距的增大而减小,而土拱高度随桩间净距的增加而增大;3个影响因素中,桩间净距对桩土应力比和土拱高度的影响最为显著,路堤填土高度的影响则相对较小。 展开更多
关键词 桩承式路堤 土拱效应 主应力偏转 桩土应力比 土拱高度 桩土刚度比
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Numerical analysis of pile lateral behavior of pile supported embankment
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作者 荆志东 刘力 +1 位作者 郑刚 姜岩 《Journal of Central South University》 SCIE EI CAS 2008年第S2期87-92,共6页
A finite difference numerical method was adopted to evaluate the pile lateral behavior of pile supported embankment. A published case history was used to verify the proposed methodology. By simulating the case history... A finite difference numerical method was adopted to evaluate the pile lateral behavior of pile supported embankment. A published case history was used to verify the proposed methodology. By simulating the case history, the determination of parameters needed were verified. Then three embankments constructed on different ground conditions with different soil-pile relative stiffnesses were analyzed to study pile lateral behaviors including pile deflection and bending moment. The results show that pile deflections and bending moments induced by soil lateral deformation and embankment vertical load are different for piles at different positions under the same embankment. The relative stiffness between pile and soil affected by the properties of different reinforcing piles such as concrete pile and deep mixing method pile exert important effects on the pile lateral behavior and the pile's failure modes. Consequently, it is necessary to consider the different piles lateral behaviors and possible failure modes at different positions and the different piles proprieties with different reinforcing methods in the embankment stability analysis. 展开更多
关键词 PILE supportED EMBANKMENT stability ANALYSIS LATERAL soil deformation soil-pile interaction three-dimensional ANALYSIS
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Transferability and Scalability of Soil Total Carbon Prediction Models in Florida, USA
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作者 Sabine GRUNWALD Congrong YU Xiong XIONG 《Pedosphere》 SCIE CAS CSCD 2018年第6期856-872,共17页
The applicability, transferability, and scalability of visible/near-infrared(VNIR)-derived soil total carbon(TC) models are still poorly understood. The objectives of this study were to: i) compare models of three mul... The applicability, transferability, and scalability of visible/near-infrared(VNIR)-derived soil total carbon(TC) models are still poorly understood. The objectives of this study were to: i) compare models of three multivariate statistical methods, partial least squares regression(PLSR), support vector machine(SVM), and random forest methods, to predict soil logarithm-transformed TC(logTC) using five fields(local scale) and a pooled(regional-scale) VNIR spectral dataset(a total of 560 TC spectral datasets), ii)assess the model transferability among fields, and iii) evaluate their up-and downscaling behaviors in Florida, USA. The transferability and up-and downscaling of the models were limited by the following factors: i) the spectral data domain, ii) soil attribute domain,iii) methods that describe the internal model structure of VNIR-TC relationships, and iv) environmental domain space of attributes that control soil carbon dynamics. All soil logTC models showed excellent performance based on all three methods with R^2> 0.86,bias < 0.01%, root mean squared error(RMSE) = 0.09%, residual predication deviation(RPD) > 2.70%, and ratio of prediction error to interquartile range(RPIQ) > 4.54. The PLSR method performed substantially better than the SVM method to scale and transfer the TC models. This could be attributed to the tendency of SVM to overfit models, while the asset of the PLSR method was its robustness when the models were validated with independent datasets, transferred, and/or scaled. The upscaled soil TC models performed somewhat better in terms of model fit(R2), RPD, and RPIQ, whereas the downscaled models showed less bias and smaller RMSE based on PLSR. We found no universal trend indicating which of the four limiting factors mentioned above had the most impact that constrained the transferability and scalability of the models. Given that several factors can impinge on the empirically derived soil spectral prediction models, as demonstrated by this study, more focus on their applicability and scalability is needed. 展开更多
关键词 ATTRIBUTE domain MULTIVARIATE statistical methods partial least SQUARES regression random forest support vector machine soil carbon dynamics visible-near infrared spectroscopy
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考虑拱脚下沉的桩承式路堤土拱效应弹簧活动门试验 被引量:1
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作者 张玲 周杰 +2 位作者 周帅 邓孟超 赵明华 《中国公路学报》 北大核心 2025年第2期114-122,共9页
土拱效应是桩承式路堤荷载传递的主要机理之一。摩擦刚性桩、水泥土桩、碎石桩等桩体复合地基支承的路堤,在路堤荷载和车辆局部荷载作用下,桩顶会产生沉降,其对路堤土拱效应的影响不容忽视。而传统活动门试验研究土拱效应时,拱脚固定,... 土拱效应是桩承式路堤荷载传递的主要机理之一。摩擦刚性桩、水泥土桩、碎石桩等桩体复合地基支承的路堤,在路堤荷载和车辆局部荷载作用下,桩顶会产生沉降,其对路堤土拱效应的影响不容忽视。而传统活动门试验研究土拱效应时,拱脚固定,无法考虑桩顶沉降(拱脚下沉)对路堤土拱形态和荷载传递的影响。为此,设计了一种拱脚可下沉的多跨弹簧活动门试验装置,通过局部面荷载模拟车辆荷载,并采用不同刚度的弹簧支撑活动块,用于模拟桩和桩间土,开展了15组弹簧活动门正交试验和1组活动门固定的参照试验。在填土自重和局部荷载作用施加后,分别通过土压力盒和激光位移计监测土拱影响区域内的土压力以及拱脚和活动门的位移,并基于DIC数字影像技术重现了土拱形态的演化过程。试验结果表明:拱脚下沉对土拱效应存在削弱作用。在不同加载阶段,削弱作用呈现出明显差异,且活动门刚度愈大,削弱作用愈明显。此外,填土自重荷载下,拱脚下沉时土拱高度降低,有利于抑制填土内部沉降差向上发展,但土拱影响宽度增加,使土拱形态从陡拱演化为坦拱。局部荷载施加后,拱脚下沉时中跨土拱稳定性降低,促使荷载向相邻跨传递,从而调动相邻跨的土拱的发展,以共同承担局部荷载作用。 展开更多
关键词 路基工程 桩承式路堤 弹簧活动门 土拱效应 拱脚下沉 局部荷载
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土钉结构支护基坑数值研究分析
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作者 冯环 梁冠军 李策 《陇东学院学报》 2025年第2期62-66,共5页
在粉土等特殊地质条件下,基坑容易发生失稳和严重变形,因此采用复合土钉支护对粉土基坑进行支护。为进一步研究复合土钉支护效果,对某小学地库复合土钉支护结构进行了研究,探讨复合土钉支护对粉土基坑的影响。结果表明基坑开挖深度对其... 在粉土等特殊地质条件下,基坑容易发生失稳和严重变形,因此采用复合土钉支护对粉土基坑进行支护。为进一步研究复合土钉支护效果,对某小学地库复合土钉支护结构进行了研究,探讨复合土钉支护对粉土基坑的影响。结果表明基坑开挖深度对其稳定性有显著影响。基坑外土体呈抛物线状,土体抬升主要发生在底部。基坑侧壁土体水平位移呈“体腹”形式。此外,土钉的轴向力中部较大,两端较小,呈纺锤形;且其水平位移与土钉倾角、土钉间距呈显著正相关,与搅拌桩嵌体直径、土钉深度呈显著负相关。土钉的倾斜度应小于30°,预应力值不超过20kN。搅拌桩直径应小于1.5m;当搅拌桩埋深超过临界深度时,搅拌桩对水平位移的限制作用不显著。 展开更多
关键词 地库 土钉结构 基坑支护 数值研究
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Global sensitivity analysis for choosing the main soil parameters of a crop model to be determined
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作者 Hubert Varella Samuel Buis +1 位作者 Marie Launay Martine Guérif 《Agricultural Sciences》 2012年第7期949-961,共13页
The use of a crop model like STICS for appropriate management decision support requires a good knowledge of all the parameters of the model. Among them, the soil parameters are difficult to know at each point of inter... The use of a crop model like STICS for appropriate management decision support requires a good knowledge of all the parameters of the model. Among them, the soil parameters are difficult to know at each point of interest and costly techniques may be used to measure them. It is therefore important to know which soil parameters need to be determined. It can be stated that those which affect significantly the output variable deserve an accurate determination while those which slightly affect the model output variable do not. This paper demonstrates how a global sensitivity analysis method based on variance decomposition can be applied on soil parameters in order to divide them in the two categories. The Extended FAST method applied to the crop model STICS and a set of 13 soil parameters first allows to calculate the part of variance explained by each soil parameter (giving global sensitivity indices of the soil parameters) and the coefficient of variation of the output variables (measuring the effect of the parameter uncertainty on each variable). These metrics are therefore used for deciding on the importance of the parameter value measurement. Different output variables (Leaf Area Index and chlorophyll content) are evaluated at different stages of interest while others (crop yield, grain protein content, soil mineral nitrogen) are evaluated at harvest. The analysis is applied on two different annual crops (wheat and sugar beet), two contrasted weather and two types of soil depth. When the uncertainty of the output generated by the soil parameters is large (coefficient of variation > 1/3), only the parameters having a significant global sensitivity indices (higher than 10%) are retained. The results show that the number of soil parameters which deserve an accurate determination can be significantly reduced by the use of this relevant method for appropriate management decision support. 展开更多
关键词 Global Sensitivity ANALYSIS Uncertainty ANALYSIS soil Parameters CROP Model STICS Management DECISION support Agro-Environmental VARIABLES
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基于PCA-DBO-SVR的林地土壤有机质高光谱反演模型 被引量:2
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作者 邓昀 王君 +1 位作者 陈守学 石媛媛 《光谱学与光谱分析》 北大核心 2025年第2期569-583,共15页
森林土壤有机碳(SOC)是土壤中的有机物质(SOM)的碳部分,它对维持森林生态系统的平衡和稳定非常重要。传统实验通过化学方法分析土壤中有机物质的含量进而计算土壤中的有机碳,此类化学方法费时费力且产生化学废水污染环境。高光谱技术可... 森林土壤有机碳(SOC)是土壤中的有机物质(SOM)的碳部分,它对维持森林生态系统的平衡和稳定非常重要。传统实验通过化学方法分析土壤中有机物质的含量进而计算土壤中的有机碳,此类化学方法费时费力且产生化学废水污染环境。高光谱技术可以非接触、高效率地检测出土壤的养分信息。针对现有机器学习土壤有机质预测模型的精度和计算效率方面的不足,以广西国有黄冕林场和国有雅长林场为土壤样品采集点,基于全光谱数据利用主成分分析算法(PCA)筛选特征波段的最佳波长数量,并利用比一阶微分处理数据更加精细且能平衡光谱噪声和光谱分辨率之间的关系的分数阶微分为预处理方法之一对光谱数据进行变换处理,最后采用相对于传统的中心化算法拥有较高鲁棒性和容错能力的蜣螂算法(DBO)对支持向量回归机(SVR)的高斯核函数的参数组合进行优化。研究结果表明,PCA-DBO-SVR模型可以有效提高土壤有机质预测的决定系数R^(2)并降低预测均方根误差(RMSE)。PCA-DBO-SVR在对比预测模型中表现出最佳的泛化性能和准确度,其验证集R^(2)为0.942,RMSE为2.989 g·kg^(-1),展现了较好的准确性。 展开更多
关键词 近红外光谱 分数阶微分 蜣螂优化算法 土壤养分预测 支持向量回归机
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Evaluation of C and P Factors in Universal Soil Loss Equation on Trapping Sediment: Case Study of Santubong River 被引量:3
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作者 Kelvin K. K. Kuok Darrien Y. S. Mah P. C. Chiu 《Journal of Water Resource and Protection》 2013年第12期1149-1154,共6页
Universal Soil Loss Equation (USLE) is the most comprehensive technique available to predict the long term average annual rate of erosion on a field slope. USLE was governed by five factors include soil erodibility fa... Universal Soil Loss Equation (USLE) is the most comprehensive technique available to predict the long term average annual rate of erosion on a field slope. USLE was governed by five factors include soil erodibility factor (K), rainfall and runoff erodibility index (R), crop/vegetation and management factor (C), support practice factor (P) and slope length-gradient factor (LS). In the past, K, R and LS factors are extensively studied. But the impacts of factors C and P to outfall Total Suspended Solid (TSS) and % reduction of TSS are not fully studied yet. Therefore, this study employs Buffer Zone Calculator as a tool to determine the sediment removal efficiency for different C and P factors. The selected study areas are Santubong River, Kuching, Sarawak. Results show that the outfall TSS is increasing with the increase of C values. The most effective and efficient land use for reducing TSS among 17 land uses investigated is found to be forest with undergrowth, followed by mixed dipt. forest, forest with no undergrowth, cultivated grass, logging 30, logging 10^6, wet rice, new shifting agriculture, oil palm, rubber, cocoa, coffee, tea and lastly settlement/cleared land. Besides, results also indicate that the % reduction of TSS is increasing with the decrease of P factor. The most effective support practice to reduce the outfall TSS is found to be terracing, followed by contour-strip cropping, contouring and lastly not implementing any soil conservation practice. 展开更多
关键词 Universal soil Loss Equation Crop/Vegetation and Management FACTOR (C) support Practice FACTOR (P) OUTFALL TOTAL Suspended SOLID % Reduction of TOTAL Suspended SOLID
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基于变分模态分解的深挖方膨胀土渠道边坡变形预测
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作者 胡江 李星 马福恒 《工程地质学报》 北大核心 2025年第4期1540-1552,共13页
膨胀土渠道边坡运行期变形受降水、地下水位以及蒸发等干湿循环作用的影响显著,变形预测可为渠坡稳定性评判提供依据。以某调水工程的一深挖方膨胀土渠段为例开展研究,该段渠坡地下水位较高,开挖完成3 a后渠坡的刚性支护结构出现了损坏... 膨胀土渠道边坡运行期变形受降水、地下水位以及蒸发等干湿循环作用的影响显著,变形预测可为渠坡稳定性评判提供依据。以某调水工程的一深挖方膨胀土渠段为例开展研究,该段渠坡地下水位较高,开挖完成3 a后渠坡的刚性支护结构出现了损坏,变形超设计警戒值且还在持续发展。基于工程地质、水文地质与现场检查数据,分析渠坡变形特征与影响因素,发展位移统计模型;融合VMD和LSSVM算法,构建深挖方膨胀土渠道边坡垂直位移预测的VMD-LSSVM模型。结果表明,影响因素与垂直位移周期性部分的灰色关联度均大于0.6,呈较好相关性,其中地下水位、有效降水量、气温为负相关;渠道水位为正相关。VMD算法能较好地分解趋势性、周期性和波动性位移,同时能将影响因素分解为周期性和波动性成分,且能识别影响因素的局部波动。以时间作为趋势性位移的输入因子,以影响因素的周期性和波动性成分作为周期性和波动性位移的输入因子,进行训练和预测,叠加得到累计位移输出值。运行初期渠坡垂直位移的时效显著,VMD-LSSVM模型预测精度明显优于统计模型和直接将影响因素作为输入因子的LSSVM模型。 展开更多
关键词 膨胀土边坡 位移预测 地下水 变分模态分解 支持向量机
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考虑腐蚀效应的高桩码头地震响应研究 被引量:1
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作者 王龙龙 苏雷 +1 位作者 王建峰 凌贤长 《地震工程学报》 北大核心 2025年第1期122-132,共11页
高桩码头作为港口工程最常用的码头结构型式之一,因其所处环境相对复杂,在使用寿命中除了会受到地震荷载,往往还会长期受到氯离子侵蚀,导致结构材料性能不断退化,进而降低结构的抗震性能。为了研究受腐蚀后高桩码头地震响应特性,以钢筋... 高桩码头作为港口工程最常用的码头结构型式之一,因其所处环境相对复杂,在使用寿命中除了会受到地震荷载,往往还会长期受到氯离子侵蚀,导致结构材料性能不断退化,进而降低结构的抗震性能。为了研究受腐蚀后高桩码头地震响应特性,以钢筋锈蚀机理为基础,探索钢筋及混凝土材料退化规律。基于开源数值计算平台OpenSees,建立考虑腐蚀效应的高桩码头二维有限元模型,研究腐蚀后高桩码头结构地震响应。地震响应结果表明:(1)桩基腐蚀减小了码头面板的位移,在一定程度上起到减震效果;(2)桩基腐蚀改变了下部码头结构内力分布,引起陆侧桩自由段内力明显变化,增大结构安全隐患。研究结果可为腐蚀后高桩码头结构地震响应分析提供有价值的参考与借鉴。 展开更多
关键词 氯离子腐蚀 高桩码头 桩-土相互作用 地震响应
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