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滑坡变形程度是判断处治后滑坡是否稳定的关键评价指标，开展处治后滑坡变形预测可提前掌握滑坡稳定性情况，有利于滑坡失稳风险分析，便于开展地质灾害防灾减灾工作。为了准确预测处治后滑坡变形情况，本文提出了一种采用鸟群算法（BSA）优化BP神经网络的滑坡变形预测方法，借助BSA-BP神经网络构建了广西某高速公路滑坡变形预测模型，对比分析了BSA-BP神经网络与BP神经网络的预测结果。结果表明，BSA-BP神经网络预测结果的均方误差和相关系数分别为0.053 4和0.997 6,BP神经网络预测结果的均方误差和相关系数分别为2.225 6和0.968，鸟群算法可有效提高BP神经网络模型的预测精度，能有效应用于处治后滑坡变形预测，研究结果可为处治后滑坡失稳风险预测提供参考。 相似文献
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针对BP神经网络自身收敛速度慢、容易陷入局部极小点的缺点,引入粒子群优化算法,建立地表下沉系数的PSO-BP选取模型。利用粒子群算法反复优化BP网络的权值和阈值,将其作为BP网络的初始值,并将上覆岩层岩性、开采深厚比、松散层厚度、覆岩中坚硬岩层所占比例、是否为重复采动和顶板管理方法等主要影响因素作为网络输入,进行BP算法,直至网络达到训练指标。利用实测资料数据,建立PSO-BP预计模型,并同普通BP神经网络预计结果对比。结果表明：PSO-BP神经网络不仅训练速度快,而且预测精度明显提高,该模型对地表下沉系数选取具有一定的应用价值。 相似文献
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《武汉大学学报(信息科学版)》2021,(3)
针对一般滑坡敏感性评价方法不能有效筛选滑坡条件因子的问题,以中国新疆维吾尔自治区新源县为研究区,基于15个滑坡敏感性条件因子,利用多元自适应回归样条法构建了滑坡敏感性指数预测模型,并自动筛选出研究区滑坡敏感性条件因子,在此基础上,实现了新源滑坡敏感性制图。此外,使用逻辑回归方法与多元自适应回归样条法进行精度对比分析。结果显示,采用多元自适应回归样条法构建的滑坡敏感性模型精度优于逻辑回归,其成功率曲线的精度为0.945 4,预测率曲线的精度为0.923 8。同时,模型还筛选出新源县滑坡重要影响条件因子(高程、坡度、降雨量、距断层距离、归一化差分植被指数、平面曲率、岩组)。研究表明,利用多元自适应回归样条构建的新源县滑坡敏感性模型是滑坡预测的有效方法,可为防灾减灾提供决策支持。 相似文献
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基坑施工是各类大型地面及地下建筑的重要基础和前提,而随着基坑规模的不断扩大以及施工环境的日益复杂,对基坑各参数的监测和预测显得越来越重要。本文针对基坑变形预测的高精度要求,详细阐述了基坑变形的数据采集要求和预测机理,建立基于粒子群优化算法的改进BP神经网络预测模型,该模型与原始BP神经网络预测模型相比,在收敛速度和目标误差控制方面都实现了明显提升。同时,经过施工现场的实验检验,PSO-BP神经网络预测在预测精度方面,其相对误差和平均绝对百分比误差也明显降低,说明该优化模型有效提升了运算速度、预测精度,能够为安全施工提供有效支持,具备推广应用的价值。 相似文献
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针对BP神经网络预测下沉系数时易陷入局部极小以及下沉系数影响因素间存在一定相关性的问题，该文提出了一种基于主成分分析(PCA)和模拟退火—粒子群优化算法(SAPSO)优化BP神经网络的下沉系数预测模型。该模型首先采用PCA对下沉系数影响因素进行降维，消除其所包含的冗余信息；然后利用SAPSO优化BP神经网络的权值与阈值；最后使用训练样本训练模型，利用训练后的模型预测5组测试样本的下沉系数，并对比分析SAPSO-BP、PSO-BP和BP神经网络模型的预测结果。实验结果表明：基于PCA-SAPSO-BP神经网络的下沉系数预测模型的预测值与实际值最为吻合，其平均绝对误差、平均绝对百分比误差及均方根误差相比SAPSO-BP、PSO-BP和BP神经网络模型显著降低，可以有效提高下沉系数预测的准确性。 相似文献
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为有效确定概率积分法预计参数,提高预计值的精度。将粒子群优化(PSO)算法和BP神经网络进行融合,采用改进的混合粒子群优化算法优化神经网络的权值和阈值。在分析概率积分法参数与地质采矿条件之间关系的基础上,建立了基于PSO优化BP神经网络的概率积分法预计参数的优化选择模型。以我国典型的地表移动观测站资料为例,将计算结果与实际值进行了对比分析,并与文献[1]中改进BP算法进行了比较。结果表明,PSO-BP神经网络方法用于概率积分法预计参数的选取是可行的,收敛速度更快,计算精度更高。 相似文献
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谢心和赵东明刘长青 《测绘与空间地理信息》2023,(11):26-29
重力数据在使用上需要通过进一步的精化和融合,并利用精确的插值技术进行加密处理,以满足实际应用的重力数据基础。本文提出一种基于粒子群算法(Particle swarm optimization,PSO)优化BP神经网络的方法,并应用于重力数据推估。通过仿真实验对比分析了PSO-BP神经网络、普通BP网络和传统克里金方法在重力异常插值上的效果,发现本文方法在均方差、差值稳定性上具有一定优势,但运算时间较长。利用澳大利亚中部的重力观测数据对PSO-BP神经网络进行训练,结果表明,本文方法在整个区域的插值效果上优于BP神经网络和克里金方法,补充高程数据作为PSO-BP神经网络的输入,能进一步提升利用该方法推估自由空气重力异常场的精度。 相似文献
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针对粒子群优化BP神经网络模型存在的不足,该文在粒子群算法中引入混沌理论,建立混沌粒子群算法优化BP神经网络的组合优化模型。以四川省凉山彝族自治州某滑坡的位移监测数据为例,将混沌粒子群算法优化BP神经网络模型与其他优化粒子群算法与BP神经网络组合模型的预测结果进行对比分析。实验结果表明,基于混沌粒子群算法优化BP神经网络的预测模型,滑坡水平位移与垂直位移的预测值与相应的实测值相对误差的平均值分别为1.05%和0.78%,平均绝对误差分别为0.825 0和0.460 1mm,均方根误差分别为1.000 5和0.527 5mm,实验结果验证了该文预测模型结果能更好地反映滑坡位移趋势,具有较好的实用性。 相似文献
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在使用传统BP神经网络算法建模进行预测过程中,由于初始权值和阈值是随机给定的,易使网络陷入局部最优,从而导致预测精度较低。利用具有较强优化能力的粒子群算法（ particle swarm optimization ,PSO）优化BP神经网络在训练过程中的初始权值和阈值,建立新的预测模型,以青岛地铁3号线保河区间隧道监测数据为例进行验证分析,研究结果表明,与传统BP神经网络预测算法相比,使用PSO算法优化的BP神经网络预测算法可以得到更优的预测结果。 相似文献
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The main aim of this study was to produce landslide susceptibility maps using statistical index (SI), certainty factors (CF), weights of evidence (WoE) and evidential belief function (EBF) models for the Long County, China. Firstly, a landslide inventory map, including a total of 171 landslides, was compiled on the basis of earlier reports, interpretation of aerial photographs and supported by extensive field surveys. Thereafter, all landslides were randomly separated into two data sets: 70% landslides (120 points) were selected for establishing the model and the remaining landslides (51 points) were used for validation purposes. Eleven landslide conditioning factors, such as slope aspect, slope angle, plan curvature, profile curvature, altitude, distance to faults, distance to roads, distance to rivers, lithology, NDVI and land use, were considered for landslide susceptibility mapping in this study. Then, the SI, CF, WoE and EBF models were used to produce the landslide susceptibility maps for the study area. Finally, the four models were validated using area under the curve (AUC) method. According to the validation results, the EBF model (AUC = 78.93%) has a higher prediction accuracy than the SI model (AUC = 77.72%), the WoE model (AUC = 77.62%) and the CF model (AUC = 77.72%). Similarly, the validation results also indicate that the EBF model has the highest training accuracy of 80.25%, followed by SI (79.80%), WoE (79.71%) and CF (79.67%) models. 相似文献
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Approaches for delineating landslide hazard areas using different training sites in an advanced artificial neural network model 总被引：10，自引：0，他引：10
The current paper presents landslide hazard analysis around the Cameron area, Malaysia, using advanced artificial neural networks
with the help of Geographic Information System (GIS) and remote sensing techniques. Landslide locations were determined in
the study area by interpretation of aerial photographs and from field investigations. Topographical and geological data as
well as satellite images were collected, processed, and constructed into a spatial database using GIS and image processing.
Ten factors were selected for landslide hazard including: 1) factors related to topography as slope, aspect, and curvature;
2) factors related to geology as lithology and distance from lineament; 3) factors related to drainage as distance from drainage;
and 4) factors extracted from TM satellite images as land cover and the vegetation index value. An advanced artificial neural
network model has been used to analyze these factors in order to establish the landslide hazard map. The back-propagation
training method has been used for the selection of the five different random training sites in order to calculate the factor’s
weight and then the landslide hazard indices were computed for each of the five hazard maps. Finally, the landslide hazard
maps (five cases) were prepared using GIS tools. Results of the landslides hazard maps have been verified using landslide
test locations that were not used during the training phase of the neural network. Our findings of verification results show
an accuracy of 69%, 75%, 70%, 83% and 86% for training sites 1, 2, 3, 4 and 5 respectively. GIS data was used to efficiently
analyze the large volume of data, and the artificial neural network proved to be an effective tool for landslide hazard analysis.
The verification results showed sufficient agreement between the presumptive hazard map and the existing data on landslide
areas. 相似文献
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The current paper presents landslide hazard analysis around the Cameron area, Malaysia, using advanced artificial neural networks with the help of Geographic Information System (GIS) and remote sensing techniques. Landslide locations were determined in the study area by interpretation of aerial photographs and from field investigations. Topographical and geological data as well as satellite images were collected, processed, and constructed into a spatial database using GIS and image processing. Ten factors were selected for landslide hazard including: 1) factors related to topography as slope, aspect, and curvature; 2) factors related to geology as lithology and distance from lineament; 3) factors related to drainage as distance from drainage; and 4) factors extracted from TM satellite images as land cover and the vegetation index value. An advanced artificial neural network model has been used to analyze these factors in order to establish the landslide hazard map. The back-propagation training method has been used for the selection of the five different random training sites in order to calculate the factor’s weight and then the landslide hazard indices were computed for each of the five hazard maps. Finally, the landslide hazard maps (five cases) were prepared using GIS tools. Results of the landslides hazard maps have been verified using landslide test locations that were not used during the training phase of the neural network. Our findings of verification results show an accuracy of 69%, 75%, 70%, 83% and 86% for training sites 1, 2, 3, 4 and 5 respectively. GIS data was used to efficiently analyze the large volume of data, and the artificial neural network proved to be an effective tool for landslide hazard analysis. The verification results showed sufficient agreement between the presumptive hazard map and the existing data on landslide areas. 相似文献
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Rainfall-triggered shallow landslide is very common in Korean mountains and the socioeconomic impact is much higher than in the past due to population pressure in hazardous zones. Present study is an attempt toward the development of a methodology for the integration of shallow landslide susceptibility zones and runout zones that could be reached by mobilized mass. Landslide occurrence areas in Yongin were determined based on the interpretation of aerial photographs and extensive field surveys. Nineteen landslide-related factors maps were collected and analysed in geographic information system environment. Among 109 identified landslides, about 85% randomly selected training landslide data from inventory map was used to generate an evidential belief function model and remaining 15% landslides were used to validate the shallow landslide susceptibility map. The resulting susceptibility map had a success rate of 89.2% and a predictive accuracy of 92.1%. A runout propagation from high susceptible area was obtained from the modified multiple-flow direction algorithm. A matrix was used to integrate the shallow landslide susceptibility classes and the runout probable zone. Thus, each pixel had a susceptibility class in relation to its failure probability and runout susceptibility class. The study of landslide potential and its propagation can be used to obtain a spatial prediction for landslides, which could contribute to landslide risk mitigation. 相似文献
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Binh T. Pham Indra Prakash Khabat Khosravi Kamran Chapi Phan T. Trinh Trinh Q. Ngo 《国际地球制图》2013,28(13):1385-1407
AbstractIn this study, the main goal is to compare the predictive capability of Support Vector Machines (SVM) with four Bayesian algorithms namely Naïve Bayes Tree (NBT), Bayes network (BN), Naïve Bayes (NB), Decision Table Naïve Bayes (DTNB) for identifying landslide susceptibility zones in Pauri Garhwal district (India). First, landslide inventory map was built using 1295 historical landslide data, then in total sixteen influencing factors were selected and tested for landslide susceptibility modelling. Performance of the model was evaluated and compared using Statistical based index methods, Area under the Receiver Operating Characteristic (ROC) curve named AUC, and Chi-square method. Analysis results show that that the SVM has the highest prediction capability, followed by the NBT, DTNBT, BN and NB, respectively. Thus, this study confirms that the SVM is one of the benchmark models for the assessment of susceptibility of landslides. 相似文献
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S. Kundu A. K. Saha D. C. Sharma C. C. Pant 《Journal of the Indian Society of Remote Sensing》2013,41(3):697-709
A comprehensive Landslide Susceptibility Zonation (LSZ) map is sought for adopting any landslide preventive and mitigation measures. In the present study, LSZ map of landslide prone Ganeshganga watershed (known for Patalganga Landslide) has been generated using a binary logistic regression (BLR) model. Relevant thematic layers pertaining to the causative factors for landslide occurrences, such as slope, aspect, relative relief, lithology, tectonic structures, lineaments, land use and land cover, distance to drainage, drainage density and anthropogenic factors like distance to road, have been generated using remote sensing images, field survey, ancillary data and GIS techniques. The coefficients of the causative factors retained by the BLR model along with the constant have been used to construct the landslide susceptibility map of the study area, which has further been categorized into four landslide susceptibility zones from high to very low. The resultant landslide susceptibility map was validated using receiver operator characteristic (ROC) curve analysis showing an accuracy of 95.2 % for an independent set of test samples. The result also showed a strong agreement between distribution of existing landslides and predicted landslide susceptibility zones. 相似文献
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A GIS-based comparative study of Dempster-Shafer,logistic regression and artificial neural network models for landslide susceptibility mapping 总被引：4，自引：0，他引：4
The main aim of present study is to compare three GIS-based models, namely Dempster–Shafer (DS), logistic regression (LR) and artificial neural network (ANN) models for landslide susceptibility mapping in the Shangzhou District of Shangluo City, Shaanxi Province, China. At First, landslide locations were identified by aerial photographs and supported by field surveys, and a total of 145 landslide locations were mapped in the study area. Subsequently, the landslide inventory was randomly divided into two parts (70/30) using Hawths Tools in ArcGIS 10.0 for training and validation purposes, respectively. In the present study, 14 landslide conditioning factors such as altitude, slope angle, slope aspect, topographic wetness index, sediment transport index, stream power index, plan curvature, profile curvature, lithology, rainfall, distance to rivers, distance to roads, distance to faults and normalized different vegetation index were used to detect the most susceptible areas. In the next step, landslide susceptible areas were mapped using the DS, LR and ANN models based on landslide conditioning factors. Finally, the accuracies of the landslide susceptibility maps produced from the three models were verified using the area under the curve (AUC). The validation results showed that the landslide susceptibility map generated by the ANN model has the highest training accuracy (73.19%), followed by the LR model (71.37%), and the DS model (66.42%). Similarly, the AUC plot for prediction accuracy presents that ANN model has the highest accuracy (69.62%), followed by the LR model (68.94%), and the DS model (61.39%). According to the validation results of the AUC curves, the map produced by these models exhibits the satisfactory properties. 相似文献
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神经网络算法一直是国内外研究的热点问题,BP神经网络算法具有更小的模型误差,因此,被广泛应用于GPS高程拟合。本文通过对同一区域GPS高程拟合的应用探究,运用迭代运算对比BP神经网络算法与多项式拟合数据,从而证明BP神经网络在一定条件下具有更高的精度,更加突出了BP神经网络算法的实用性。 相似文献
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滑坡变形的产生是坡体自身地质条件和外部诱发条件共同作用的结果，滑坡变形定量预测是滑坡监测预警的关键。传统的基于滑坡累计位移-时间曲线分析滑坡变形的方法，忽略了滑坡变形演化的影响因素，难以对滑坡变形进行准确预测。三峡库区滑坡研究多集中在滑坡时空分布特征和滑坡整体稳定性分析方面，亟需开展单体滑坡综合变形分析。以三峡库区白水河滑坡为例，基于滑坡宏观变形和位移监测数据，利用重标方差（rescaled variance statistic，V/S）分析法对滑坡整体和局部变形趋势进行分析，进而构建考虑库水位波动和降雨滞后性影响因素的可有效利用长期依赖信息的长短记忆（long short-term memory，LSTM）神经网络模型，定量预测滑坡位移。研究结果表明，滑坡体属牵引式滑坡，北东部稳定性较差，西部和后缘相对稳定，预测值的均方根误差为8.95 mm，证明该模型是一种高性能的滑坡变形分析方法。 相似文献