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基于HSS-MCC融合模型及SSA-BP神经网络开展深基坑超大变形预测研究
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作者 倪小东 张宇科 +3 位作者 焉磊 王东兴 徐硕 王媛 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第9期35-45,共11页
软土环境下深基坑开挖变形特性研究中,多采用硬化类弹塑性模型进行分析,如HSS模型和MCC模型.南京河漫滩软土地区,深基坑开挖时局部常发生较大变形,部分土体变形状态介于小应变与大应变之间,单一模型无法准确预测土体变形特征.同时,BP神... 软土环境下深基坑开挖变形特性研究中,多采用硬化类弹塑性模型进行分析,如HSS模型和MCC模型.南京河漫滩软土地区,深基坑开挖时局部常发生较大变形,部分土体变形状态介于小应变与大应变之间,单一模型无法准确预测土体变形特征.同时,BP神经网络在基坑变形预测中得到广泛应用,但在训练过程中,权阈值易陷入局部最优解,影响预测的准确性.据此,依托南京地区典型软土深基坑工程,采用Midas中的HSS模型与MCC模型进行分析,比对两种模型的桩体变形量差异,并基于最小二乘准则对两模型进行线性融合,融合模型可对后续区段监测数据进行校准及补充.通过融合麻雀搜索算法对BP神经网络进行优化,在其训练过程中快速收敛,得到全局最优的权阈值,依托狭长基坑已开挖区段监测数据学习训练,进而依据后续区段浅部开挖揭露深部变形特征,预测结果与实测值吻合度较高.研究结果对软土地区深基坑大变形的预测研究具有重要参考价值. 展开更多
关键词 深基坑 大变形 hss模型 MCC模型 BP神经网络 麻雀搜索算法
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基于24Model-D-ISM的地铁站火灾疏散影响因素研究
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作者 孙世梅 张家严 《中国安全科学学报》 CAS CSCD 北大核心 2024年第4期153-159,共7页
为预防地铁站火灾事故,深入了解地铁站火灾人员疏散影响因素间的内在联系与层次结构,基于第6版“2-4”模型(24Model)分析63起地铁站火灾疏散事故,充分考虑各个因素之间的交互作用,提取19个影响地铁站人员疏散的关键因素,建立地铁站火灾... 为预防地铁站火灾事故,深入了解地铁站火灾人员疏散影响因素间的内在联系与层次结构,基于第6版“2-4”模型(24Model)分析63起地铁站火灾疏散事故,充分考虑各个因素之间的交互作用,提取19个影响地铁站人员疏散的关键因素,建立地铁站火灾人员疏散影响因素指标体系;采用算子客观赋权法(C-OWA)改进决策试验与评价实验法(DEMATEL),确定地铁站火灾人员疏散的重要影响因素;在此基础上,采用解释结构模型(ISM)分析各个因素间的层次结构及相互作用路径,构建地铁站火灾人员疏散影响因素的多级递阶结构模型。研究结果表明:疏散引导、恐慌从众行为、人员拥挤为地铁站火灾人员疏散的关键影响因素;地铁站火灾人员疏散受表层因素、中间层因素、深层因素共同作用的影响,其中,疏散教育与培训、设施维护与检查、疏散预案等因素是根源影响因素,重视根源影响因素的改善有利于从本质上预防和控制事故的发生。 展开更多
关键词 “2-4”模型(24model) 决策试验与评价实验法(DEMATEL) 解释结构模型(ISM) 地铁站 火灾疏散 影响因素
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基于HSS和M-C模型对地铁变形特性分析 被引量:5
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作者 范鹏程 翟超 《路基工程》 2019年第1期180-183,共4页
以天津某基坑为研究对象,运用PLAXIS3D数值分析软件,分别基于HSS模型和Mohr-Coulomb模型分析基坑开挖对临近地铁隧道及车站变形的影响,并与实测数据进行对比分析。结果表明:基坑卸载坑底回弹是地铁隧道及车站变形的主要诱因;HSS模型考... 以天津某基坑为研究对象,运用PLAXIS3D数值分析软件,分别基于HSS模型和Mohr-Coulomb模型分析基坑开挖对临近地铁隧道及车站变形的影响,并与实测数据进行对比分析。结果表明:基坑卸载坑底回弹是地铁隧道及车站变形的主要诱因;HSS模型考虑了土体硬化及小应变,能够更真实地反映土体变形,计算结果与实测数据相吻合;Mohr-Coulomb模型低估坑底回弹模量,计算结果高于实测结果一倍左右。 展开更多
关键词 深大基坑 hss模型 MOHR-COULOMB模型 地铁变形 PLAXIS3D
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3-HSS并联机构位置正解几何法的研究
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作者 颉潭成 潘安邦 +1 位作者 陈孟会 李先锋 《机械设计与制造》 北大核心 2018年第A02期123-125,129,共4页
与串联机器人不同,并联机器人位置正解的推导过程复杂。常见的并联机构位置正解的求解方法有解析法和数值法。解析法推导过程十分繁琐,容易出现错误且不易排查;数值法对奇异点的处理存在缺陷。为了避免以上的缺点,以3-HSS并联机构为研... 与串联机器人不同,并联机器人位置正解的推导过程复杂。常见的并联机构位置正解的求解方法有解析法和数值法。解析法推导过程十分繁琐,容易出现错误且不易排查;数值法对奇异点的处理存在缺陷。为了避免以上的缺点,以3-HSS并联机构为研究对象,根据平行四边形结构的特点对3-HSS并联机构模型进行简化。将立体几何问题简化为多个相关的平面几何问题,得到了基于几何法的3-HSS并联机构位置正解的显式方程组。使用Matlab进行编程,进行了仿真实验验证了算法的正确性和可靠性。 展开更多
关键词 3-hss并联机构 位置正解 数学模型 几何法
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基于HSS模型海上风电桶形基础水平循环承载特性对比研究
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作者 寇海磊 房伟伟 +2 位作者 徐祥程 安兆暾 张洪睿 《海洋工程》 CSCD 北大核心 2024年第4期1-12,共12页
采用土体本构模型对黏土中的桶形基础进行了有限元模拟,以研究桶形基础的水平循环承载特性。利用有限元方法模拟了在不同单调组合荷载作用下黏土中的桶形基础离心机试验,与试验结果对比验证了使用小应变硬化土(HSS)本构模型的适用性。... 采用土体本构模型对黏土中的桶形基础进行了有限元模拟,以研究桶形基础的水平循环承载特性。利用有限元方法模拟了在不同单调组合荷载作用下黏土中的桶形基础离心机试验,与试验结果对比验证了使用小应变硬化土(HSS)本构模型的适用性。在此基础上,基于HSS模型和硬化土(HS)模型对比研究了不同循环荷载和小应变模量对桶形基础累积转角、旋转中心和桶-土相对刚度的影响。结果表明,黏土中桶形基础的累积转角随着循环次数和水平荷载的增加而增加,然而每个循环中累积转角的增加逐渐减小。另外,提出了Tb和ζb之间的拟合关系式预测黏土中桶形基础的累积旋转。无论处于疲劳极限状态(ζb=0.3)还是正常使用极限状态(ζb=0.5),旋转中心类型都是从深中心变为浅中心。桶-土相对刚度随循环次数的增加而减小,并且循环荷载越大刚度衰减越大。另外,小应变模量对基础累积转角和桶-土相对刚度有较大影响而对旋转中心无显著影响。与已有的研究结果对比发现,HSS模型更加适用于精细化设计。 展开更多
关键词 海上风电 桶形基础 水平循环荷载 hss模型 累积转角 旋转中心 -土相对刚度
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Parameter Extraction for 2-π Equivalent Circuit Model of RF CMOS Spiral Inductors 被引量:1
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作者 高巍 余志平 《Journal of Semiconductors》 EI CAS CSCD 北大核心 2006年第4期667-673,共7页
A novel parameter extraction method with rational functions is presented for the 2-πequivalent circuit model of RF CMOS spiral inductors. The final S-parameters simulated by the circuit model closely match experiment... A novel parameter extraction method with rational functions is presented for the 2-πequivalent circuit model of RF CMOS spiral inductors. The final S-parameters simulated by the circuit model closely match experimental data. The extraction strategy is straightforward and can be easily implemented as a CAD tool to model spiral inductors. The resulting circuit models will be very useful for RF circuit designers. 展开更多
关键词 2-π compact model parameters extraction RF CMOS spiral inductors
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A hybrid Lagrangian-Eulerian numerical model for sea-ice dynamics 被引量:3
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作者 JI Shunying LI Hai +2 位作者 SHEN Hung Tao WANG Ruixue YUE Qianjin 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2007年第5期12-24,共13页
A hybrid Lagrangian - Eulerian (HLE) method is developed for sea ice dynamics, which combines the high computational efficiency of finite difference method (FDM) with the high numerical accuracy of smoothed partic... A hybrid Lagrangian - Eulerian (HLE) method is developed for sea ice dynamics, which combines the high computational efficiency of finite difference method (FDM) with the high numerical accuracy of smoothed particle hydrodynamics (SPH). In this HLE model, the sea ice cover is represented by a group of Lagrangian ice particles with their own thicknesses and concentrations. These ice variables are interpolated to the Eularian gird nodes using the Gaussian interpolation function. The FDM is used to determine the ice velocities at Eulerian grid nodes, and the velocities of Lagrangian ice particles are interpolated from these grid velocities with the Gaussian function also. The thicknesses and concentrations of ice particles are determined based on their new locations. With the HLE numerical model, the ice ridging process in a rectangular basin is simulated, and the simulated results are validated with the analytical solution. This method is also applied to the simulation of sea ice dynamics in a vortex wind field. At last, this HLE model is applied to the Bohai Sea, and the simulated concentration, thickness and velocity match the satellite images and the field observed data well. 展开更多
关键词 hybrid Lagrangian - Eulerian model sea-ice dynamics numerical model
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济南济泺路穿黄隧道典型粉质黏土HSS模型参数获取及适用性
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作者 杨州 孙文昊 +3 位作者 张亮亮 李亚楠 傅金阳 孙前辉 《科学技术与工程》 北大核心 2024年第17期7260-7268,共9页
盾构施工过程中土体大部分区域处于小应变状态,与常用的本构模型的土体性质有所不同。因此,为研究济南济泺路穿黄隧道区域内典型粉质黏土的的静动力行为特性及工程适用性,通过室内基础土工试验、侧限固结试验、标准三轴固结试验以及动... 盾构施工过程中土体大部分区域处于小应变状态,与常用的本构模型的土体性质有所不同。因此,为研究济南济泺路穿黄隧道区域内典型粉质黏土的的静动力行为特性及工程适用性,通过室内基础土工试验、侧限固结试验、标准三轴固结试验以及动三轴试验,确定了粉质黏土基本物理性质参数以及切线刚度E_(oed)^(ref)、割线模量E_(50)^(ref)、卸载/重加载参考刚度E_(ur)^(ref),并将所得参数应用于济南济泺路穿黄隧道工程下穿北岸大堤沉降分析中,同时通过对比应用硬化土小应变硬化(hardening soil model with small strain stiffness,HSS)本构模型、摩尔库伦(M-C)本构模型的模拟结果与现场实测结果,验证了HSS本构模型在该地区变形分析中的准确性。结果表明:围压一定时,该地区粉质黏土试样竖向应变以塑性应变为主,且随动应力的增加,土体达到稳定所需时间越长;循环荷载一定时,增大土体围压可提高土体的稳定性;基于室内试验获取的HSS本构模型参数模拟的济南济泺路穿黄隧道下穿大堤工程地层变形结果与现场实测值吻合良好,验证了基于所提出的室内试验获取岩土小应变相关参数方法的适用性。研究成果可以丰富济南黄河地区粉质黏土地层参数研究,并为该地区岩土工程数值模拟分析的本构模型与地层参数选取提供参考。 展开更多
关键词 粉质黏土 hss模型 室内试验 适用性
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Analysis of axial strain in one-dimensional loading by different models 被引量:2
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作者 G.Aryanpour M.Farzaneh 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2010年第5期745-753,共9页
Different phenomenological equations based on plasticity, primary creep (as a viscoplastic mechanism), secondary creep (as another viscoplastic mechanism) and different combinations of these equations are presente... Different phenomenological equations based on plasticity, primary creep (as a viscoplastic mechanism), secondary creep (as another viscoplastic mechanism) and different combinations of these equations are presented and used to describe the material inelastic deformation in uniaxial test. Agreement of the models with experimental results and with the theoretical concepts and physical realities is the criterion of choosing the most appropriate formulation for uniaxial test. A model is thus proposed in which plastic deformation, primary creep and secondary creep contribute to the inelastic deformation. However, it is believed that the hardening parameter is composed of plastic and primary creep parts. Accordingly, the axial plastic strain in a uniaxial test may no longer be considered as the hardening parameter. Therefore, a proportionality concept is proposed to calculate the plastic contribution of deformation. 展开更多
关键词 modelling Uniaxial test Plastic - Creep Strain hardening - Proportionality
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Analytical models for the penetration of semi-infinite targets by rigid,deformable and erosive long rods 被引量:15
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作者 He-Ming Wen Bin Lan 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2010年第4期573-583,共11页
A theoretical study is presented herein on the pen- etration of a semi-infinite target by a spherical-headed long rod for Yp 〉 S, where Yp is the penetrator strength and S is the static target resistance. For Yp 〉 S... A theoretical study is presented herein on the pen- etration of a semi-infinite target by a spherical-headed long rod for Yp 〉 S, where Yp is the penetrator strength and S is the static target resistance. For Yp 〉 S, depending upon initial impact velocity, there exist three types of penetration, namely, penetration by a rigid long rod, penetration by a deforming non-erosive long rod and penetration by an erosive long rod. If the impact velocity of the penetrator is higher than the hydrodynamic velocity (VH), it will penetrate the target in an erosive mode; if the impact velocity lies between the hydrodynamic velocity (VH) and the rigid body velocity (VR), it will penetrate the target in a deformable mode; if the impact velocity is less than the rigid body velocity (VR), it will penetrate the target in a rigid mode. The critical conditions for the transition among these three penetration modes are proposed. It is demonstrated that the present model predictions correlate well with the experimental observations in terms of depth of penetration (DOP) and the critical transition conditions. 展开更多
关键词 Long rod Semi-infinite target - Penetration Alekseevskii-Tate model Rigid body velocity - Hydrodynamic velocity
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Periodic Packing Mode for Trickle-Bed Reactors: Experiments and Modeling 被引量:2
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作者 刘国柱 米镇涛 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2004年第3期372-378,共7页
A periodic packing mode of trickle-bed reactor (TBR) for the gas limited reaction was proposed. Hy-drogenation of 2-ethylanthraquinone over Pd/Al2O3 in a laboratory-scale TBR was taken as a test reaction for determini... A periodic packing mode of trickle-bed reactor (TBR) for the gas limited reaction was proposed. Hy-drogenation of 2-ethylanthraquinone over Pd/Al2O3 in a laboratory-scale TBR was taken as a test reaction for determining whether the periodic packing mode is advantageous. The effects of operating conditions and packing type on TBR performance were experimentally examined to demonstrate the cause-effect relationships. A mathe-matic model of TBR considering axial dispersion and fractional wetting was developed to quantitatively illuminate the reason of performance enhancement. 展开更多
关键词 trickle-bed reactor periodic packing mode modelING HYDROGENATION 2- ethylanthraquinone
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Numerical analysis of the failure process of soil-rock mixtures through computed tomography and PFC3D models 被引量:19
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作者 Yang Ju Huafei Sun +2 位作者 Mingxu Xing Xiaofei Wang Jiangtao Zheng 《International Journal of Coal Science & Technology》 EI 2018年第2期126-141,共16页
Soil-rock mixture (SRM) is a unique type of geomaterial characterized by a heterogeneous composition and a complicated structure. It is intractable for the continuum-based soil and rock mechanics theories to accurat... Soil-rock mixture (SRM) is a unique type of geomaterial characterized by a heterogeneous composition and a complicated structure. It is intractable for the continuum-based soil and rock mechanics theories to accurately characterize and predict the SRM's mechanical properties. This study reports a novel numerical method incorporating microfocus computed tomography and PFC3D codes to probe the deformation and failure processes of SRM. The three-dimensional (3D) PFC models that represent the SRM's complex structures were built. By simulating the entire failure process in PFC3D, the SRM's strength, elastic modulus and crack growth were obtained. The influence of rock ratios on the SRM's strength, deformation and failure processes, as well as its internal mesoscale mechanism, were analyzed. By comparing simulation results with experimental data, it was verified that the 3D PFC models were in good agreement with SRM's real structure and the SRM's compression process, deformation and failure patterns; its intrinsic mesomechanism can be effectively analyzed based on such 3D PFC models. 展开更多
关键词 Soil-rock mixture (SRM) - PFC3D model Three-dimensional structure Microfocus computed tomography (μCT) Failure mechanism Crack growth
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Roll System and Stock's Multi-parameter Coupling Dynamic Modeling Based on the Shape Control of Steel Strip 被引量:3
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作者 Yang ZHANG Yan PENG +1 位作者 Jianliang SUN Yong ZANG 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2017年第3期614-624,共11页
The existence of rolling deformation area in the rolling mill system is the main characteristic which dis- tinguishes the other machinery. In order to analyze the dynamic property of roll system's flexural deformatio... The existence of rolling deformation area in the rolling mill system is the main characteristic which dis- tinguishes the other machinery. In order to analyze the dynamic property of roll system's flexural deformation, it is necessary to consider the transverse periodic movement of stock in the rolling deformation area which is caused by the flexural deformation movement of roll system simul- taneously. Therefore, the displacement field of roll system and flow of metal in the deformation area is described by kinematic analysis in the dynamic system. Through intro- ducing the lateral displacement function of metal in the deformation area, the dynamic variation of per unit width rolling force can be determined at the same time. Then the coupling law caused by the co-effect of rigid movement and flexural deformation of the system structural elements is determined. Furthermore, a multi-parameter coupling dynamic model of the roll system and stock is established by the principle of virtual work. More explicitly, the cou- pled motion modal analysis was made for the roll system. Meanwhile, the analytical solutions for the flexural defor- mation movement's mode shape functions of rolls are discussed. In addition, the dynamic characteristic of the lateral flow of metal in the rolling deformation area has been analyzed at the same time. The establishment ofdynamic lateral displacement function of metal in the deformation area makes the foundation for analyzing the coupling law between roll system and rolling deformation area, and provides a theoretical basis for the realization of the dynamic shape control of steel strip. 展开更多
关键词 Roll system Rolling deformation area Coupling dynamic model Mode shape function - Lateraldisplacement function
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Investment in deepwater oil and gas exploration projects:a multi-factor analysis with a real options model 被引量:5
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作者 Xin-Hua Qiu Zhen Wang Qing Xue 《Petroleum Science》 SCIE CAS CSCD 2015年第3期525-533,共9页
Deepwater oil and gas projects embody high risks from geology and engineering aspects, which exert substantial influence on project valuation. But the uncer- tainties may be converted to additional value to the projec... Deepwater oil and gas projects embody high risks from geology and engineering aspects, which exert substantial influence on project valuation. But the uncer- tainties may be converted to additional value to the projects in the case of flexible management. Given the flexibility of project management, this paper extends the classical real options model to a multi-factor model which contains oil price, geology, and engineering uncertainties. It then gives an application example of the new model to evaluate deepwater oil and gas projects with a numerical analytical method. Compared with other methods and models, this multi-factor real options model contains more project information. It reflects the potential value deriving not only from oil price variation but also from geology and engi- neering uncertainties, which provides more accurate and reliable valuation information for decision makers. 展开更多
关键词 Investment decision - Real options Multi-factor model Option pricing - Deepwater oil and gas
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Modelling of Quasi 3-D Groundwater Flow and Studying of Equivalent Drainage Boundary in Beihai Peninsula,Guangxi 被引量:2
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作者 Chen Chongxi Lin Min Li GuominChina University of Geosciences , Wuhan 430074Jiang Jianmin Ye Shanshi Wu NaidongGeology Bureau of Guangxi Autonomous Region , Naming 530023 《Journal of Earth Science》 SCIE CAS CSCD 1992年第1期109-119,共11页
This paper describes a quasi 3-D finite element model of the groundwater flow in two -aquifer system which is constructed from a sequence of aquifer flow equations coupled by leakage terms representing flow through th... This paper describes a quasi 3-D finite element model of the groundwater flow in two -aquifer system which is constructed from a sequence of aquifer flow equations coupled by leakage terms representing flow through the aquitard . It is applied to evaluate the maximum rate of groundwater resources exploited from the coastal aquifer without seawater intrusion . The main task in this model is to determine the drainage boundary of the aquifer extending under the sea . The information of the boundary can be obtained from the fluctuations of the groundwater level caused by sea-tide fluctuations . A new idea, Equivalent Drainage Boundary (EDB), is proposed and the corresponding methods , determining the EDB, are developed with tidal fluctuations data observed in boreholes . The quasi 3-D model and the methods determining EDB have been applied to the aquifer system of Beihai peninsula , Guangxi Autonomous Region of China for calculating the available groundwater resources . 展开更多
关键词 quad 3 - D model coastal aquifer Equivalent Drainage Boundary available groundwater resources Beihai peninsula .
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Kinetic Modeling the Formation of Low-mature Gases and Analysis of the Possibility to Be Accumulated 被引量:2
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作者 SHUAI Yanhua WANG Hui ZHANG Shuichang SU Aiguo 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2008年第3期537-542,共6页
At present, shallow gases have received much attention due to low cost in exploration and production. Low-mature gases, as one significant origin to shallow gas, turns to be an important research topic. The present un... At present, shallow gases have received much attention due to low cost in exploration and production. Low-mature gases, as one significant origin to shallow gas, turns to be an important research topic. The present understanding of low-mature gases is confined within some geological cases, and few laboratory studies have been reported. Therefore, the potential and characters of low- mature gases are not clear up to now. Here, two premature samples (one coal and the other shale) were pyrolyzed in a gold confined system. The gaseous components including hydrocarbon gases and non-hydrocarbon gases were analyzed. Based on kinetic modeling, the formation of low-mature gases was modeled. The results showed that during low mature stage, about 178 mL/gTOC gas was generated from the shale and 100 mL/gTOC from the coal. Two third to three fourth of the generated gases are non-hydrocarbon gases such as H2S and CO2. The total yields of C1-5 for the two samples are almost the same, 30-40 mL/gTOC, but individual gaseous hydrocarbon is different. The shale has much lower C1 but higher C2-5, whereas the coal has higher C1 but lower C2-5. Hydrocarbon gases formed during low-mature stage are very wet. The stable carbon isotope ratios of methane range from -40‰ to -50‰ (PDB), in good consistence with empiric criterion for low-mature gases summed up by the previous researchers. The generation characters suggest that the low-mature gases could be accumulated to form an economic gas reservoir, but most of them occur only as associated gases. 展开更多
关键词 low-mature gases kinetic modeling carbon isotope ratio of methane potential of C1-5
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Thermodynamic modeling and phase diagram prediction of salt lake brine systemsⅡ.Aqueous Li^(+)-Na^(+)-K^(+)-SO_(4)^(2-) and its subsystems 被引量:7
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作者 Huan Zhou Peng Wu +3 位作者 Wenxuan Li Xingfan Wang Kuo Zhou Qing Hao 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2021年第6期134-149,共16页
It is still a challenging task to accurately and temperature-continuously express the thermodynamic properties and phase equilibrium behaviors of the salt-lake brine with multi-component,multitemperature and high conc... It is still a challenging task to accurately and temperature-continuously express the thermodynamic properties and phase equilibrium behaviors of the salt-lake brine with multi-component,multitemperature and high concentration.The essential subsystem of sulfate type brine,aqueous Li^(+)-Na^(+)-K^(+)-SO_(4)^(2-) and its subsystems across a temperature range from 250 K to 643 K are investigated with the improved comprehensive thermodynamic model.Liquid parameters(Δg_(IJ),Δh_(IJ),and ΔC_(p,IJ))associated with the contributions of Gibbs energy,enthalpy,and heat capacity to the binary interaction parameters,i.e.the temperature coefficients of eNRTL parameters formulated with a Gibbs Helmholtz expression,are determined via multi-objective optimization method.The solid constantsΔ_(f)G_(k)°^((298.15))andΔ_(f)H_(k)°^((298.15))of11 solid species occurred in the quaternary system are rebuilt from multi-temperature solubilities.The modeling results show the accurate representation of(1)solution properties and binary phase diagram at temperature ranges from eutectic points to 643 K;(2)isothermal phase diagrams for Li_(2)SO_(4)-Na_(2)SO_(4)-H_(2)O,Li_(2)SO_(4)-K_(2)SO_(4)-H_(2)O and Na_(2)SO_(4)-K_(2)SO_(4)-H_(2)O ternary systems.The predicted results of complete structure and polythermal phase diagram of ternary systems and the isothermal phase diagrams of quaternary system excellently match with the experimental data. 展开更多
关键词 Aqueous electrolytes Comprehensive thermodynamic model Aqueous Li^(+)-Na^(+)-K^(+)-SO_(4)^(2-) Phase diagram Thermodynamic properties
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A Numerical Algorithm Based on Quadratic Finite Element for Two-Dimensional Nonlinear Time Fractional Thermal Diffusion Model 被引量:3
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作者 Yanlong Zhang Baoli Yin +2 位作者 Yue Cao Yang Liu Hong Li 《Computer Modeling in Engineering & Sciences》 SCIE EI 2020年第3期1081-1098,共18页
In this article,a high-order scheme,which is formulated by combining the quadratic finite element method in space with a second-order time discrete scheme,is developed for looking for the numerical solution of a two-d... In this article,a high-order scheme,which is formulated by combining the quadratic finite element method in space with a second-order time discrete scheme,is developed for looking for the numerical solution of a two-dimensional nonlinear time fractional thermal diffusion model.The time Caputo fractional derivative is approximated by using the L2-1formula,the first-order derivative and nonlinear term are discretized by some second-order approximation formulas,and the quadratic finite element is used to approximate the spatial direction.The error accuracy O(h3+t2)is obtained,which is verified by the numerical results. 展开更多
关键词 Quadratic finite element two-dimensional nonlinear time fractional thermal diffusion model L2-1formula.
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湖中基坑-双排钢管桩围堰受力变形分析
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作者 庄戌哲 袁聪聪 +4 位作者 何小辉 曾晨 石钰锋 丁海滨 孟凡市 《岩土工程技术》 2024年第1期1-6,共6页
为便于施工,位于水域中的基坑工程通常需要施作围堰来保证施工场地干燥,但目前对围堰变形的研究尚不完善。以南昌艾溪湖隧道工程为研究背景,利用Midas GTS NX有限元软件,研究围堰宽度、拉杆位置对双排钢管桩围堰变形规律的影响,并通过... 为便于施工,位于水域中的基坑工程通常需要施作围堰来保证施工场地干燥,但目前对围堰变形的研究尚不完善。以南昌艾溪湖隧道工程为研究背景,利用Midas GTS NX有限元软件,研究围堰宽度、拉杆位置对双排钢管桩围堰变形规律的影响,并通过将模拟计算结果与实测数据进行对比,验证了模型的合理性。研究结果表明:围堰宽度有一个合适的范围,过小过大均会造成围堰变形过大。在本工程中,围堰合理宽度范围为3.5~4.5 m,围堰宽度的改变对围堰内基坑开挖变形影响较小;综合两侧钢管桩变形来看,拉杆设置在围堰顶部0.8 m处时两侧钢管桩变形较小。 展开更多
关键词 双排钢管桩围堰 变形 hss模型 基坑
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基于HSS模型双线隧道上跨施工对既有地铁影响
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作者 李文乾 黄高亮 +3 位作者 朱潇昂 刘明洪 陈俞超 胡安峰 《岩土工程技术》 2024年第5期560-565,共6页
针对某新建盾构隧道近接上跨既有地铁项目,基于小应变硬化模型(HSS),建立了三维有限元模型,通过与实测数据和莫尔–库伦模型计算结果的对比,验证了HSS模型计算的可靠性和优越性。在此基础上,进一步分析了新建隧道施工引起的既有隧道竖... 针对某新建盾构隧道近接上跨既有地铁项目,基于小应变硬化模型(HSS),建立了三维有限元模型,通过与实测数据和莫尔–库伦模型计算结果的对比,验证了HSS模型计算的可靠性和优越性。在此基础上,进一步分析了新建隧道施工引起的既有隧道竖向变形特征,及隧道水平净距和叠交角度两参数对既有隧道变形的影响规律。结果表明:HSS模型计算结果与实测值吻合较好,能有效预测既有地铁隧道的变形;在新建隧道上跨穿越的影响下,既有地铁隧道产生竖向隆起变形,且变形主要发生在盾构下穿前的1.5倍新建隧道直径到穿越后的2倍新建隧道直径范围内;既有地铁隧道隆起峰值点会随着盾构二次穿越而发生偏移,且其竖向变形曲线呈现出“双峰”趋势;增大双线隧道水平净距和新旧隧道叠交角度,都能使既有隧道的变形减小。 展开更多
关键词 盾构隧道 上跨穿越 隧道竖向位移 数值计算 hss本构模型
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