期刊文献+
共找到905篇文章
< 1 2 46 >
每页显示 20 50 100
Force modeling for needle insertion into soft tissue based on mechanical properties and geometric parameters 被引量:2
1
作者 宿志亮 Jiang Shan +1 位作者 Wang Xingji Yan Yu 《High Technology Letters》 EI CAS 2014年第3期295-300,共6页
The force model during needle insertion into soft tissue is important for accurate percutaneous intervention.In this paper,a force model for needle insertion into a tissue- equivalent material is presented and a serie... The force model during needle insertion into soft tissue is important for accurate percutaneous intervention.In this paper,a force model for needle insertion into a tissue- equivalent material is presented and a series of experiments are conducted to acquire data from needle soft- tissue interaction process.In order to build a more accurate insertion force model,the interaction force between a surgical needle and soft tissue is divided into three parts:stiffness force,friction force,and cutting force.The stiffness force is modeled on the basis of contact mechanics model.The friction force model is presented using a modified Winkler' s foundation model.The cutting force is viewed as a constant depending on a given tissue.The proposed models in the paper are established on the basis of the mechanical properties and geometric parameters of the needle and soft tissue.The experimental results illustrate that the force models are capable of predicting the needle-tissue interaction force.The force models of needle insertion can provide real-time haptic feedback for robot-assisted procedures,thereby improving the accuracy and safety of surgery. 展开更多
关键词 force modeling needle insertion soft tissue mechanical properties geometric parameters
在线阅读 下载PDF
Soft Sensor for Inputs and Parameters Using Nonlinear Singular State Observer in Chemical Processes 被引量:2
2
作者 许锋 汪晔晔 罗雄麟 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2013年第9期1038-1047,共10页
Chemical processes are usually nonlinear singular systems.In this study,a soft sensor using nonlinear singular state observer is established for unknown inputs and uncertain model parameters in chemical processes,whic... Chemical processes are usually nonlinear singular systems.In this study,a soft sensor using nonlinear singular state observer is established for unknown inputs and uncertain model parameters in chemical processes,which are augmented as state variables.Based on the observability of the singular system,this paper presents a simplified observability criterion under certain conditions for unknown inputs and uncertain model parameters.When the observability is satisfied,the unknown inputs and the uncertain model parameters are estimated online by the soft sensor using augmented nonlinear singular state observer.The riser reactor of fluid catalytic cracking unit is used as an example for analysis and simulation.With the catalyst circulation rate as the only unknown input without model error,one temperature sensor at the riser reactor outlet will ensure the correct estimation for the catalyst circulation rate.However,when uncertain model parameters also exist,additional temperature sensors must be used to ensure correct estimation for unknown inputs and uncertain model parameters of chemical processes. 展开更多
关键词 soft sensor state observer "nonlinear singular system unknown inputs uncertain model parameters riser reactor of fluid catalytic cracking unit
在线阅读 下载PDF
Influence analysis of complex crack geometric parameters on mechanical properties of soft rock 被引量:1
3
作者 Yang Zhao Xin He +3 位作者 Lishuai Jiang Zongke Wang Jianguo Ning Atsushi Sainoki 《International Journal of Coal Science & Technology》 EI CAS CSCD 2023年第4期290-304,共15页
Soft rocks, such as coal, are afected by sedimentary efects, and the surrounding rock mass of underground coal mines is generally soft and rich in joints and cracks. A clear and deep understanding of the relationship ... Soft rocks, such as coal, are afected by sedimentary efects, and the surrounding rock mass of underground coal mines is generally soft and rich in joints and cracks. A clear and deep understanding of the relationship between crack geometric parameters and rock mechanics properties in cracked rock is greatly important to the design of engineering rock mass struc‑tures. In this study, computed tomography (CT) scanning was used to extract the internal crack network of coal specimens. Based on the crack size and dominant crack number, the parameters of crack area, volume, length, width, and angle were statistically analyzed by diferent sampling thresholds. In addition, the Pearson correlation coefcients between the crack parameters and uniaxial compression rock mechanics properties (uniaxial compressive strength UCS, elasticity modulus E) were calculated to quantitatively analyze the impact of each parameter. Furthermore, a method based on Pearson coefcients was used to grade the correlation between crack geometric parameters and rock mechanical properties to determine threshold values. The results indicated that the UCS and E of the specimens changed with the varied internal crack structures of the specimens, the crack parameters of area, volume, length and width all showed negative correlations with UCS and E, and the dominant crack played an important role both in weakening strength and stifness. The crack parameters of the angle are all positively correlated with the UCS and E. More crack statistics can signifcantly improve the correlation between the parameters of the crack angle and the rock mechanics properties, and the statistics of the geometric parameters of at least 16 cracks or the area larger than 5 mm2 are suggested for the analysis of complex cracked rock masses or physical reproduction using 3D printing. The results are validated and further analyzed with triaxial tests. The fndings of this study have important reference value for future research regarding the accurate and efcient selection of a few cracks with a signifcant infuence on the rock mechanical properties of surrounding rock mass structures in coal engineering. 展开更多
关键词 CT scanning Complex crack Sampling threshold soft rock Rock mechanics Crack geometric parameters
在线阅读 下载PDF
A transfer learning enhanced physics-informed neural network for parameter identification in soft materials 被引量:1
4
作者 Jing’ang ZHU Yiheng XUE Zishun LIU 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2024年第10期1685-1704,共20页
Soft materials,with the sensitivity to various external stimuli,exhibit high flexibility and stretchability.Accurate prediction of their mechanical behaviors requires advanced hyperelastic constitutive models incorpor... Soft materials,with the sensitivity to various external stimuli,exhibit high flexibility and stretchability.Accurate prediction of their mechanical behaviors requires advanced hyperelastic constitutive models incorporating multiple parameters.However,identifying multiple parameters under complex deformations remains a challenge,especially with limited observed data.In this study,we develop a physics-informed neural network(PINN)framework to identify material parameters and predict mechanical fields,focusing on compressible Neo-Hookean materials and hydrogels.To improve accuracy,we utilize scaling techniques to normalize network outputs and material parameters.This framework effectively solves forward and inverse problems,extrapolating continuous mechanical fields from sparse boundary data and identifying unknown mechanical properties.We explore different approaches for imposing boundary conditions(BCs)to assess their impacts on accuracy.To enhance efficiency and generalization,we propose a transfer learning enhanced PINN(TL-PINN),allowing pre-trained networks to quickly adapt to new scenarios.The TL-PINN significantly reduces computational costs while maintaining accuracy.This work holds promise in addressing practical challenges in soft material science,and provides insights into soft material mechanics with state-of-the-art experimental methods. 展开更多
关键词 soft material parameter identification physics-informed neural network(PINN) transfer learning inverse problem
在线阅读 下载PDF
Effect of Structure Parameters on Power and Magnetic Field in Electromagnetic Soft-Contact Continuous Casting System 被引量:4
5
作者 DENG An-yuan WANG En-gang HE Ji-cheng 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2008年第1期19-24,共6页
To design a power source system and mold for electromagnetic soft-contact continuous casting process and to theoretically estimate the heat losses from the charges and the system power, the effect of structure paramet... To design a power source system and mold for electromagnetic soft-contact continuous casting process and to theoretically estimate the heat losses from the charges and the system power, the effect of structure parameters on system power and magnetic flux density distribution was calculated using finite element method. The results show that as for electromagnetic soft-contact continuous casting system with partial-segment type mold, the power consumption is much more than that with a full-segment type mold; about 62% of electric power is dissipated in the mold, and the effective acting range of magnetic field is relatively narrow. Optimizing mold structure is a crucial measure of remarkably reducing mold power consumption and saving electric energy. Increasing slit number, width, and length can remarkably increase the magnetic flux density in the mold and can reduce the electric energy consumption. Among structure parameters, slit number and slit width are relatively more effective to reduce energy consumption. For a round billet electromagnetic continuous casting system with diameter of 178 ram, the reasonable slit number, width, and length are about 24--32, 0. 5--1.0 mm, and 160 mm, respectively. 展开更多
关键词 continuous casting soft-contact mold electromagnetic field electric power structure parameter
原文传递
Discussion on Reasonable Supporting Parameters for Repairing Underground Projects in Bulking Soft Rock
6
作者 宋宏伟 《International Journal of Mining Science and Technology》 SCIE EI 1999年第1期18-21,共4页
Based on analysis of the supporting object of bulking soft rock and comparing the supporting difficulty of the repairing projects with that of the newly excavated projects, this paper proposes a method to determine re... Based on analysis of the supporting object of bulking soft rock and comparing the supporting difficulty of the repairing projects with that of the newly excavated projects, this paper proposes a method to determine reasonable supporting parameters for soft rock project repairing. This method has been verified to be reasonable and economical in an industrial test. 展开更多
关键词 soft ROCK SUPPORTING SUPPORTING parameter repairing of UNDERGROUND project SUPPORTING mechanism broken ROCK ZONE
在线阅读 下载PDF
Parameter Estimation of Multiple Frequency-Hopping Signals Based on Space-Time-Frequency Analysis by Atomic Norm Soft Thresholding with Missing Observations
7
作者 Hongbin Wang Bangning Zhang +2 位作者 Heng Wang Binbin Wu Daoxing Guo 《China Communications》 SCIE CSCD 2022年第7期135-151,共17页
In this paper,we address the problem of multiple frequency-hopping(FH)signal parameters estimation in the presence of random missing observations.A space-time matrix with random missing observations is acquired by a u... In this paper,we address the problem of multiple frequency-hopping(FH)signal parameters estimation in the presence of random missing observations.A space-time matrix with random missing observations is acquired by a uniform linear array(ULA).We exploit the inherent incomplete data processing capability of atomic norm soft thresholding(AST)to analyze the space-time matrix and complete the accurate estimation of the hopping time and frequency of the received FH signals.The hopping time is obtained by the sudden changes of the spatial information,which is implemented as the boundary to divide the time domain signal so that each segment of the signal is a superposition of time-invariant multiple components.Then,the frequency of multiple signal components can be estimated precisely by AST within each segment.After obtaining the above two parameters of the hopping time and the frequency of signals,the direction of arrival(DOA)can be directly calculated by them,and the network sorting can be realized.Results of simulation show that the proposed method is superior to the existing technology.Even when a large portion of data observations is missing,as the number of array elements increases,the proposed method still achieves acceptable accuracy of multi-FH signal parameters estimation. 展开更多
关键词 frequency hopping parameter estimation missing observations atomic norm soft thresholding uniform linear array
在线阅读 下载PDF
Soft Actuator with Integrated and Localized Sensing Properties through Parameter-Encoded 4D Printing
8
作者 Yang Li Xinyu Yang +3 位作者 Jianyang Li Qingping Liu Bingqian Li Kunyang Wang 《Journal of Bionic Engineering》 CSCD 2024年第5期2302-2312,共11页
4D printed smart materials is mostly relying on thermal stimulation to actuate,limiting their widely application requiring precise and localized control of the deformations.Most existing strategies for achieving local... 4D printed smart materials is mostly relying on thermal stimulation to actuate,limiting their widely application requiring precise and localized control of the deformations.Most existing strategies for achieving localized control rely on hetero-geneous material systems and structural design,thereby increasing design and manufacturing complexity.Here,we endow localized electrothermal,actuation,and sensing properties in electrically-driven soft actuator through parameter-encoded 4D printing.We analyzed the effects of printing parameters on shape memory properties and conductivity,and then explored the multi-directional sensing performance of the 4D printed composites.We demonstrated an integrated actuator-sensor device capable of both shape recovery and perceiving its own position and obstacles simultaneously.Moreover,it can adjust its sensing characteristics through temporary shape programming to adapt to different application scenarios.This study achieves integrated and localized actuation-sensing without the need for multi-material systems and intricate structural designs,offering an efficient solution for the intelligent and lightweight design in the fields of soft robotics,biomedical applications,and aerospace. 展开更多
关键词 soft actuators 4D printing Integrated sensing Localized sensing Printing parameters
在线阅读 下载PDF
Experimental study on dynamic characteristics and microstructure of lacustrine soft clay
9
作者 Zhu Haoyang Li Yurun Zhang Jingjuan 《Earthquake Engineering and Engineering Vibration》 2026年第1期55-70,共16页
In this study,the dynamic characteristics and microstructures of lacustrine soft clays were studied.Dynamic character tests were conducted on undisturbed,remolded,and saturated lacustrine soft clays,using a dynamic tr... In this study,the dynamic characteristics and microstructures of lacustrine soft clays were studied.Dynamic character tests were conducted on undisturbed,remolded,and saturated lacustrine soft clays,using a dynamic triaxial tester.A scanning electron microscope(SEM)was employed to assess the soil samples after dynamic testing.The results indicate that the dynamic characteristics of lacustrine soft clay were significantly affected by confining pressure and water content.A quantitative relationship was established among confining pressures,water content,and the dynamic shear modulus ratio.The dynamic characteristic parameters of undisturbed,remolded and saturated soil are obviously different,and the original structure can enhance the shear strength of soil.By comparing the results with those from other studies,we found that the dynamic characters of soft clays were considerably varied in different regions,and lacustrine soft clays had a larger dynamic shear modulus ratio and a smaller damping ratio when the dynamic shear strain was large.Using IPP software to process the microstructural images,we found that the soil was dominated by small pores and medium particles,and the roundness of pores and particles had an apparently positive correlation with the maximum diameter.Moreover,the pores and particles of the soil showed fractal characteristics and directionality,and the fractal dimensions and probability entropy were strongly correlated with the macrostructural parameters.Finally,we developed a prediction model for macrostructural and microstructural parameters. 展开更多
关键词 lacustrine soft clay dynamic characteristic structural parameter MICROSTRUCTURE probability entropy
在线阅读 下载PDF
Method for Analog Circuit Soft-Fault Diagnosis and Parameter Identification Based on Indictor of Phase Deviation and Spectral Radius
10
作者 Qi-Zhong Zhou Yong-Le Xie 《Journal of Electronic Science and Technology》 CAS CSCD 2017年第3期313-323,共11页
The soft fault induced by parameter variation is one of the most challenging problems in the domain of fault diagnosis for analog circuits.A new fault location and parameter prediction approach for soft-faults diagnos... The soft fault induced by parameter variation is one of the most challenging problems in the domain of fault diagnosis for analog circuits.A new fault location and parameter prediction approach for soft-faults diagnosis in analog circuits is presented in this paper.The proposed method extracts the original signals from the output terminals of the circuits under test(CUT) by a data acquisition board.Firstly,the phase deviation value between fault-free and faulty conditions is obtained by fitting the sampling sequence with a sine curve.Secondly,the sampling sequence is organized into a square matrix and the spectral radius of this matrix is obtained.Thirdly,the smallest error of the spectral radius and the corresponding component value are obtained through comparing the spectral radius and phase deviation value with the trend curves of them,respectively,which are calculated from the simulation data.Finally,the fault location is completed by using the smallest error,and the corresponding component value is the parameter identification result.Both simulated and experimental results show the effectiveness of the proposed approach.It is particularly suitable for the fault location and parameter identification for analog integrated circuits. 展开更多
关键词 Index Terms--Analog circuits parameter identification phase deviation soft-fault diagnosis spectral radius.
在线阅读 下载PDF
Prediction of compaction parameters for fine-grained soil: Critical comparison of the deep learning and standalone models 被引量:3
11
作者 Jitendra Khatti Kamaldeep Singh Grover 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第11期3010-3038,共29页
A comparison between deep learning and standalone models in predicting the compaction parameters of soil is presented in this research.One hundred and ninety and fifty-three soil samples were randomly picked up from t... A comparison between deep learning and standalone models in predicting the compaction parameters of soil is presented in this research.One hundred and ninety and fifty-three soil samples were randomly picked up from two hundred and forty-three soil samples to create training and validation datasets,respectively.The performance and accuracy of the models were measured by root mean square error(RMSE),coefficient of determination(R2),Pearson product-moment correlation coefficient(r),mean absolute error(MAE),variance accounted for(VAF),mean absolute percentage error(MAPE),weighted mean absolute percentage error(WMAPE),a20-index,index of scatter(IOS),and index of agreement(IOA).Comparisons between standalone models demonstrate that the model MD 29 in Gaussian process regression(GPR)and model MD 101 in support vector machine(SVM)can achieve over 96%of accuracy in predicting the optimum moisture content(OMC)and maximum dry density(MDD)of soil,and outperformed other standalone models.The comparison between deep learning models shows that the models MD 46 and MD 146 in long short-term memory(LSTM)predict OMC and MDD with higher accuracy than ANN models.However,the LSTM models outperformed the GPR models in predicting the compaction parameters.The sensitivity analysis illustrates that fine content(FC),specific gravity(SG),and liquid limit(LL)highly influence the prediction of compaction parameters. 展开更多
关键词 Artificial intelligence(AI) Anderson-darling(AD)test Compaction parameters Fine-grained soil soft computing Score analysis
暂未订购
Predictive Model for Cement Clinker Quality Parameters 被引量:1
12
作者 Nsidibe-Obong Ekpe Moses Sunday Boladale Alabi 《Journal of Materials Science and Chemical Engineering》 2016年第7期84-100,共17页
Managers of cement plants are gradually becoming aware of the need for soft sensors in product quality assessment. Cement clinker quality parameters are mostly measured by offline laboratory analysis or by the use of ... Managers of cement plants are gradually becoming aware of the need for soft sensors in product quality assessment. Cement clinker quality parameters are mostly measured by offline laboratory analysis or by the use of online analyzers. The measurement delay and cost, associated with these methods, are a concern in the cement industry. In this study, a regression-based model was developed to predict the clinker quality parameters as a function of the raw meal quality and the kiln operating variables. This model has mean squared error, coefficient of determination, worst case relative error and variance account for (in external data) given as 8.96 × 10<sup>–7</sup>, 0.9999, 2.17% and above 97%, respectively. Thus, it is concluded that the developed model can provide real time estimates of the clinker quality parameters and capture wider ranges of real plant operating conditions from first principle-based cement rotary kiln models. Also, the model developed can be utilized online as soft sensor since they contain only variables that are easily measured online. 展开更多
关键词 Clinker Quality parameters Online Estimation Cement Rotary Kiln MODEL soft Sensor
在线阅读 下载PDF
Research on Dynamic Parameters of Soil Site in the Tianjin Coastal Area
13
作者 Peng Yanju Lv Yuejun Qian Haitao 《Earthquake Research in China》 2011年第3期340-351,共12页
The Tianjin coastal area is a typical soft soil region,where the soil is a marine deposit of the late Quaternary.The soil dynamic parameters from seismic risk assessment reports are collected,and drilling of 15 holes ... The Tianjin coastal area is a typical soft soil region,where the soil is a marine deposit of the late Quaternary.The soil dynamic parameters from seismic risk assessment reports are collected,and drilling of 15 holes was carried out to sample the soils and measure their dynamic characteristics.The data was divided into 7 types based on lithology,namely,muddy clay,muddy silty clay,silt,silty clay,clay,silty sand and fine sand.Statistics of the dynamic parameters of these soils are collected to obtain the mean values of dynamic shear modulus ratio and damping ratio at different depths.Then,two typical drill holes are selected to establish the soil dynamic models to investigate the seismic response in different cases.The dynamic seismic responses of soil are calculated using the statistical values of this paper,and the values of Code(1994) and those recommended by Yuan Xiaoming et al.(2000),respectively.The applicability and pertinence of the statistical value obtained in this paper are demonstrated by the response spectrum shape,peak ground acceleration and response spectral characteristics.The results can be taken as a reference of the soil dynamic value in this area and can be used in the seismic risk assessment of engineering projects. 展开更多
关键词 Site soil Soil dynamic parameter soft soil Tianjin coastal area
在线阅读 下载PDF
Multi-scale feature fused stacked autoencoder and its application for soft sensor modeling 被引量:1
14
作者 Zhi Li Yuchong Xia +2 位作者 Jian Long Chensheng Liu Longfei Zhang 《Chinese Journal of Chemical Engineering》 2025年第5期241-254,共14页
Deep Learning has been widely used to model soft sensors in modern industrial processes with nonlinear variables and uncertainty.Due to the outstanding ability for high-level feature extraction,stacked autoencoder(SAE... Deep Learning has been widely used to model soft sensors in modern industrial processes with nonlinear variables and uncertainty.Due to the outstanding ability for high-level feature extraction,stacked autoencoder(SAE)has been widely used to improve the model accuracy of soft sensors.However,with the increase of network layers,SAE may encounter serious information loss issues,which affect the modeling performance of soft sensors.Besides,there are typically very few labeled samples in the data set,which brings challenges to traditional neural networks to solve.In this paper,a multi-scale feature fused stacked autoencoder(MFF-SAE)is suggested for feature representation related to hierarchical output,where stacked autoencoder,mutual information(MI)and multi-scale feature fusion(MFF)strategies are integrated.Based on correlation analysis between output and input variables,critical hidden variables are extracted from the original variables in each autoencoder's input layer,which are correspondingly given varying weights.Besides,an integration strategy based on multi-scale feature fusion is adopted to mitigate the impact of information loss with the deepening of the network layers.Then,the MFF-SAE method is designed and stacked to form deep networks.Two practical industrial processes are utilized to evaluate the performance of MFF-SAE.Results from simulations indicate that in comparison to other cutting-edge techniques,the proposed method may considerably enhance the accuracy of soft sensor modeling,where the suggested method reduces the root mean square error(RMSE)by 71.8%,17.1%and 64.7%,15.1%,respectively. 展开更多
关键词 Multi-scale feature fusion soft sensors Stacked autoencoders Computational chemistry Chemical processes parameter estimation
在线阅读 下载PDF
Prediction of shear strength parameters of Zhoushan soft soils using probabilistic analysis and XGBoost
15
作者 Qiaoman Chen Haihua Zhang +2 位作者 Jinbo Xie Xianfeng Ma Jiangu Qian 《Urban Lifeline》 2025年第1期324-333,共10页
Thick soft muddy clay layers in coastal regions pose significant engineering challenges due to their poor mechanical properties,threatening projects’stability and safety.Accurate determination of soil parameters is e... Thick soft muddy clay layers in coastal regions pose significant engineering challenges due to their poor mechanical properties,threatening projects’stability and safety.Accurate determination of soil parameters is essential for reliable geotechnical design.This study utilizes 178 soil samples from multiple projects in Zhoushan,China,to analyze the statistical distributions and probabilistic characteristics of key parameters,including water content,unit weight,void ratio,degree of saturation,and Atterberg limits.Focusing on shear strength as a critical indicator,the research investigates its relationship with various physical properties.By employing readily available physical parameters as inputs,a machine learning model combining Bayesian optimization and XGBoost(BOA-XGBoost)is developed to predict shear strength parameters.The BOA-XGBoost model achieved R2 values of 0.859 for cohesion and 0.814 for the internal friction angle,with corresponding low error metrics,demonstrating superior performance and generalization capability compared to other models.This approach enables efficient and timely prediction of mechanical properties,offering practical guidance for the design and construction in soft clay areas. 展开更多
关键词 soft soils Machine learning parameter prediction XGBoost Shear strength parameters
在线阅读 下载PDF
含夹层软岩剪切流变特性试验研究
16
作者 王永伟 杨茂强 +1 位作者 王艳琴 汪斌 《土木工程与管理学报》 2026年第1期62-68,共7页
某水电站坝址区域多分布含软弱夹层软岩,对水电站坝基不均匀沉降及抗滑稳定性起控制性作用。针对含软弱夹层软岩开展分级加载的剪切流变特性试验,研究含软弱夹层软岩在不同正应力与剪切应力作用下的剪切流变力学特性。本文采用Burgers... 某水电站坝址区域多分布含软弱夹层软岩,对水电站坝基不均匀沉降及抗滑稳定性起控制性作用。针对含软弱夹层软岩开展分级加载的剪切流变特性试验,研究含软弱夹层软岩在不同正应力与剪切应力作用下的剪切流变力学特性。本文采用Burgers流变模型描述含软弱夹层软岩的剪切试验结果。某水电站含软弱夹层软岩分级加载过程中的力学模型参数通过Quasi-Newton法搜索得到。根据分析试样的应变与时间关系曲线,得到不同应力水平条件下相对应的剪应力-应变等时簇曲线,求得软弱夹层的长期内摩擦系数为0.245,为瞬时内摩擦系数的90.7%;长期内聚力为0.0131 MPa,为瞬时内聚力的93.6%,为坝基长期变形及稳定分析提供参数依据。 展开更多
关键词 含夹层软岩 剪切流变试验 Burgers流变模型 本构模型参数辨识 流变长期强度
在线阅读 下载PDF
某抽水蓄能电站软硬岩掺合料碾压试验
17
作者 郭传科 李蒋金 高昱芃 《水电能源科学》 北大核心 2026年第1期99-103,共5页
近年来,抽水蓄能电站快速发展,建设过程中经常面临软硬岩混合利用的问题。软岩岩性较差,在施工过程中存在明显破碎现象,软硬岩混合料是否能满足筑坝强度和渗透特性的要求值得进一步探究。对安徽某拟建抽水蓄能电站的软硬岩筑坝料开展现... 近年来,抽水蓄能电站快速发展,建设过程中经常面临软硬岩混合利用的问题。软岩岩性较差,在施工过程中存在明显破碎现象,软硬岩混合料是否能满足筑坝强度和渗透特性的要求值得进一步探究。对安徽某拟建抽水蓄能电站的软硬岩筑坝料开展现场碾压试验,研究其在不同碾压参数条件下的物理力学和渗透特性。设计了全面的试验方案,比较了不同碾重(22、26 t)、加水量(5%、10%)、铺层厚度(0.6、0.8 m)和碾压遍数(6、8、10遍)组合条件下的碾压效果。采用新型张拉式直剪试验方法现场测定碾压后堆石料的抗剪强度指标,给出了满足设计要求的碾压参数,弥补了室内试验与现场工况的差异,为坝坡稳定性复核提供了直接依据。研究表明,相同碾压参数条件下,掺50%含碳质的绢云千枚岩混合料的干密度、渗透系数、抗剪强度均比绢云千枚岩混合料略小;混合料干密度随碾压遍数增加而增大,并呈现收敛趋势;提高碾重与减小铺层厚度均能显著提升压实质量。在颗粒破碎特性方面,碾压过程中颗粒破碎主要发生在铺层表层,而深层位置的堆石料由于细颗粒的包裹作用基本不发生破碎。绢云千枚岩混合料主要为大颗粒破碎,而含碳质绢云千枚岩混合料在碾压表层发生多次破碎,碾后呈粉质。在铺层厚度80 cm条件下,22 t振动碾碾压10遍得到的强度参数与26 t振动碾碾压8遍的强度参数基本相同。基于试验结果并综合考虑现场施工质量和效率,建议对绢云千枚岩混合料采用铺料层厚80 cm、加水量10%,各铺层采用22 t碾重振动碾压10遍,或采用26 t碾重振动碾压8遍的施工参数。 展开更多
关键词 软硬岩掺合料 碾压试验 碾压控制参数 抽水蓄能电站
原文传递
基于动力响应控制技术的软土路基固化层参数优化研究
18
作者 贝芳芳 《佳木斯大学学报(自然科学版)》 2026年第3期144-147,共4页
针对传统软土路基固化层参数优化方法存在着稳定性低、实用性不足等问题,研究提出了一种基于动力响应控制技术的软土路基固化层参数优化方法。研究通过并行监测动力响应与分析参数敏感度,集成数据后进行目标评估,并通过迭代优化实现软... 针对传统软土路基固化层参数优化方法存在着稳定性低、实用性不足等问题,研究提出了一种基于动力响应控制技术的软土路基固化层参数优化方法。研究通过并行监测动力响应与分析参数敏感度,集成数据后进行目标评估,并通过迭代优化实现软土路基固化层参数的循环优化和最终确定。最后,通过设置试验组将研究方法与其他方法进行比较。结果表明,研究方法优于其它方法,其在各试验组的无侧限抗压强度整体大于1200 kPa,加州承载比整体大于80%。研究方法有效提升了路基的承载力与刚度,具有较好的实用性和稳定性。 展开更多
关键词 软土路基 固化层参数优化 动力响应控制技术 参数敏感度
在线阅读 下载PDF
矿井中含水层软岩巷道支护设计及应用效果分析
19
作者 冯宝 《能源与节能》 2026年第4期314-316,320,共4页
为进一步探究含水层软岩巷道支护的有效技术方案,针对A煤矿典型综采工作面进行研究,结合前期勘查资料和数值模拟分析结果,确定了含水层软岩巷道的支护设计方案及具体技术参数,并据此开展含水层软岩巷道支护设计。设计完成后,对支护效果... 为进一步探究含水层软岩巷道支护的有效技术方案,针对A煤矿典型综采工作面进行研究,结合前期勘查资料和数值模拟分析结果,确定了含水层软岩巷道的支护设计方案及具体技术参数,并据此开展含水层软岩巷道支护设计。设计完成后,对支护效果进行检验,结果表明,针对含水层软岩巷道的支护方案有效规避了涌水问题,且使巷道围岩变形量降低80%左右,证实所设计方案取得了初步成功,具备一定的实际应用价值。 展开更多
关键词 含水层 软岩巷道 支护设计 支护参数 应用效果
在线阅读 下载PDF
粉喷桩加固软土路基的机理与设计方案优化研究
20
作者 张鸫鸫 陈政名 《中国高新科技》 2026年第4期131-133,共3页
系统阐述了粉喷桩加固软土路基的物理化学作用机制,包括“桩-土”复合地基、水泥水化反应、离子交换与碳化等原理,并结合工程案例分析了设计方案的优化路径。针对传统设计方法的局限性,提出基于设计参数及施工工艺方面的优化策略。研究... 系统阐述了粉喷桩加固软土路基的物理化学作用机制,包括“桩-土”复合地基、水泥水化反应、离子交换与碳化等原理,并结合工程案例分析了设计方案的优化路径。针对传统设计方法的局限性,提出基于设计参数及施工工艺方面的优化策略。研究表明,优化后的粉喷桩加固方案可显著降低路基沉降量,增强复合地基承载力,为公路工程软基处理提供实践参考。 展开更多
关键词 粉喷桩 软土路基 加固机理 参数优化
在线阅读 下载PDF
上一页 1 2 46 下一页 到第
使用帮助 返回顶部