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A refined deviatoric hardening plastic model for sand 被引量:1
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作者 Min Wang Tongming Qu +2 位作者 Yuntian Feng Teng Liang Liangtong Zhan 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第7期2813-2821,共9页
The classical deviatoric hardening models are capable of characterizing the mechanical response of granular materials for a broad range of degrees of compaction.This work finds that it has limitations in accurately pr... The classical deviatoric hardening models are capable of characterizing the mechanical response of granular materials for a broad range of degrees of compaction.This work finds that it has limitations in accurately predicting the volumetric deformation characteristics under a wide range of confining/consolidation pressures.The issue stems from the pressure independent hardening law in the classical deviatoric hardening model.To overcome this problem,we propose a refined deviatoric hardening model in which a pressure-dependent hardening law is developed based on experimental observations.Comparisons between numerical results and laboratory triaxial tests indicate that the improved model succeeds in capturing the volumetric deformation behavior under various confining/consolidation pressure conditions for both dense and loose sands.Furthermore,to examine the importance of the improved deviatoric hardening model,it is combined with the bounding surface plasticity theory to investigate the mechanical response of loose sand under complex cyclic loadings and different initial consolidation pressures.It is proved that the proposed pressure-dependent deviatoric hardening law is capable of predicting the volumetric deformation characteristics to a satisfactory degree and plays an important role in the simulation of complex deformations for granular geomaterials. 展开更多
关键词 Elasto-plastic deformation Isotropic hardening deviatoric plastic strain Granular material Kinematic hardening Bounding surface
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J^* INTEGRAL OF THE SPECIFIC DEVIATOR STRAIN ENERGY AND ITS APPLICATION
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作者 蒋玉川 王启智 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2004年第1期110-122,共13页
First the deviator strain energy is introduced, then the problem of plane-crack critical growth was discussed, a path independent line integral J* was defined, furthermore its conservation was proved strictly. As appl... First the deviator strain energy is introduced, then the problem of plane-crack critical growth was discussed, a path independent line integral J* was defined, furthermore its conservation was proved strictly. As application examples, Mode-I stress intensity factors of cracked beams were obtained with present approach. The results are shown to agree well with those available in the open literature. 展开更多
关键词 deviator strain energy CONSERVATION stress intensity factor
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粗粒土力学特性大型平面应变试验研究 被引量:3
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作者 姜景山 左永振 +3 位作者 程展林 黄鑫 张超 王志华 《长江科学院院报》 北大核心 2025年第1期129-135,143,共8页
土石坝填料一般处于平面应变状态,目前填料力学特性研究基本采用大型三轴试验。由于三轴应力状态下中主应力等于小主应力,平面应变状态下大坝填料的力学性能会被低估。为充分认识填料潜能,科学设计和合理评估土石坝,有必要对填料开展平... 土石坝填料一般处于平面应变状态,目前填料力学特性研究基本采用大型三轴试验。由于三轴应力状态下中主应力等于小主应力,平面应变状态下大坝填料的力学性能会被低估。为充分认识填料潜能,科学设计和合理评估土石坝,有必要对填料开展平面应变试验研究。应用大型真三轴仪对填料进行了大型平面应变试验,共开展了4种不同初始干密度的粗粒土平面应变各向等压固结排水剪切试验。结果表明:应力-应变关系主要为应变硬化型,应力曲线呈爬升型,体变表现为剪缩。某一小主应力下,大小主应力之差的最大值随初始干密度的增大呈线性增大;初始干密度一定时,大小主应力之差的最大值与小主应力呈线性关系增大。初始剪切阶段,小主应力一定时,偏应力与球应力之比曲线斜率随初始干密度的增大而增大,随剪切变形的发展,不同初始干密度的应力比曲线逐渐趋于接近。偏应力随球应力的增大单调增加则对应应变硬化型,若偏应力随球应力的增大先增加后减小则对应应变软化型。相同小主应力时,初始弹性模量随初始干密度的增大而增大,近似呈线性关系;某一初始干密度下,初始弹性模量随小主应力的增大基本呈线性关系增大。中主应力系数随大主应力方向应变的增大而增大,曲线形态呈三折线形,初始剪切阶段增长较为缓慢,随剪切变形的增大增长相对加快并呈线性关系增大,如曲线末端下弯为应变硬化型,曲线末端上翘为应变软化型。 展开更多
关键词 粗粒土 大型平面应变试验 力学特性 主应力 偏应力 球应力 大型真三轴仪
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剥蚀区影响下大巷布置优化及煤柱稳定性研究 被引量:1
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作者 解盘石 张波 +5 位作者 黄宝发 张浩 路贝 雷二辉 王茜 刘鑫 《采矿与岩层控制工程学报》 北大核心 2025年第3期166-182,共17页
为研究浅埋煤层在剥蚀区影响下大巷布置优化及煤柱稳定性,以瑶渠煤矿西采区回风大巷为研究对象,采用理论分析、数值模拟和现场工程验证等方法,研究了剥蚀区影响下巷道变形破坏特征与能量演化规律,分析了在偏应力屈服准则和能量判据下不... 为研究浅埋煤层在剥蚀区影响下大巷布置优化及煤柱稳定性,以瑶渠煤矿西采区回风大巷为研究对象,采用理论分析、数值模拟和现场工程验证等方法,研究了剥蚀区影响下巷道变形破坏特征与能量演化规律,分析了在偏应力屈服准则和能量判据下不同尺寸煤柱的破坏情况,确定了巷道布置优化后合理的煤柱尺寸。结果表明:剥蚀区会使围岩应力增加、应变能积聚,致使巷道围岩变形破坏加剧,坚硬岩层受扰动时应变能变化较小,但不会隔断能量的传递,而较软煤岩体中会产生较大的应变能改变。巷道布置优化后,掘进过程中煤柱内偏应力与应变能呈先递增再稳定最后递减趋势,巷间煤柱小于9 m时,煤柱内偏应力与能量曲线均呈“钟形”分布,且均大于屈服破坏的极限值;煤柱宽度为10~13 m时,偏应力与能量曲线转变为“马鞍形”,煤柱内部小于屈服极限区域逐渐增加,承载能力逐步提高;煤柱宽度大于13 m时,回风大巷与剥蚀区距离过近,其间煤体在剥蚀区和回风大巷双重应力和能量叠加下产生失稳破坏。最后,综合确定煤柱合理尺寸范围为10~12 m,考虑保持煤柱稳定性同时减小剥蚀区的影响,采用10 m煤柱进行工程实践,监测结果表明巷道整体变形量较小,围岩稳定性控制较好。 展开更多
关键词 剥蚀区 巷道布置优化 煤柱宽度 偏应力 应变能演化
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考虑轴向应力作用的巷道偏应力分布与破坏特征关系 被引量:2
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作者 刘洪涛 韩子俊 +5 位作者 陈子晗 郭林峰 梁嘉璐 韩洲 刘勤裕 姬越 《煤炭学报》 北大核心 2025年第2期824-844,共21页
通过理论分析建立了考虑巷道轴向应力影响的全平面应变问题三维模型,推导了三维应力场下巷道围岩第二不变偏应力J_(2)隐式解析解,分析了巷道围岩在弹性状态和塑性状态时不同水平侧压和轴向侧压应力环境下的J_(2)分布大小及形态演化规律... 通过理论分析建立了考虑巷道轴向应力影响的全平面应变问题三维模型,推导了三维应力场下巷道围岩第二不变偏应力J_(2)隐式解析解,分析了巷道围岩在弹性状态和塑性状态时不同水平侧压和轴向侧压应力环境下的J_(2)分布大小及形态演化规律。基于Kastner求解法得出了三维应力场下的巷道围岩塑性区边界隐式解,并运用数学与数值分析方法研究了不同应力条件下巷道围岩塑性区分布特征。建立了第二不变偏应力J_(2)与围岩塑性区形态的相互对应关系,揭示了巷道围岩的变形破坏机制。以寸草塔二矿31205工作面回风巷为工程背景,对叠加采动作用下的巷道围岩J_(2)及塑性区分布特征展开研究,量化了非对称变形破坏特征,寻求了支护阻力与J_(2)的相互作用关系,提出了叠加采动巷道的稳定性控制技术。研究结果表明:固定轴向侧压值变化水平侧压值的情况下,J_(2)和塑性区形态分布特征呈现“圆形−类椭圆形−类蝶形”的演化过程。固定水平侧压值变化轴向侧压值的情况下,J_(2)和塑性区形态保持不变。轴向应力的改变对塑性区形态的影响较小,但会对塑性区尺寸产生较大影响。巷道围岩J_(2)的集中程度越大,围岩的变形破坏程度越大,J_(2)的分布形态一定程度上决定了塑性区的破坏形态。31205回风巷在叠加采动影响下处于高偏应力J_(2)环境,且形成了向采空区一侧旋转的应力分布特征,致使巷道形成非对称大变形破坏。支护阻力的提高对巷道围岩的偏应力J_(2)的降低作用有限,仅依靠锚杆(索)无法完全对巷道围岩进行稳定控制。基于上述研究,提出了超前强力支架+锚杆(索)支护系统的组合控制技术,现场应用效果良好。 展开更多
关键词 巷道围岩控制 偏应力第二不变量J_(2) 塑性区形态 围岩破坏机制 重复采动
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侏罗系陆相页岩各向异性动静态弹性参数建模 被引量:1
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作者 刘卫华 王洋 +4 位作者 陈祖庆 陈超 沈珲 张方南 仉涛 《地球物理学报》 北大核心 2025年第1期213-228,共16页
动、静态弹性参数转换关系对陆相页岩储层压裂改造、钻井方案设计、地应力预测等地质工程问题有重要意义.但页岩的本征各向异性及动、静态弹性参数的强压力依赖性对建立各向异性背景下的动、静弹性参数转换模型提出了新的挑战.本次实验... 动、静态弹性参数转换关系对陆相页岩储层压裂改造、钻井方案设计、地应力预测等地质工程问题有重要意义.但页岩的本征各向异性及动、静态弹性参数的强压力依赖性对建立各向异性背景下的动、静弹性参数转换模型提出了新的挑战.本次实验研究基于10组四川盆地侏罗系陆相页岩样品的各向异性动、静态弹性参数联合测试,建立了模拟原位有效应力条件下各向异性动、静态弹性参数建模工作流程.多级偏应力循环实验结果表明:无论是在垂直还是平行层理方向,动态杨氏模量和泊松比均系统性地大于对应的静态杨氏模量和泊松比,并且动、静态弹性参数都表现出明显的压力依赖性.根据围压为20 MPa时的实测数据,直接建立了垂直层理方向模拟原位应力的动、静杨氏模量和泊松比转换关系.在此基础上,假定动态、静态杨氏模量各向异性的关系不依赖于所施加应力大小,建立了动、静态杨氏模量各向异性强度之间的线性关系,进而间接获得了模拟原位应力条件下的平行层理方向静态杨氏模量.各向异性背景下的动、静态弹性参数转换模型可将测井或地震数据转换为原位有效应力条件下的静态弹性参数,并可为各向异性背景下页岩储层地应力预测提供指导. 展开更多
关键词 各向异性 杨氏模量 泊松比 动静态转换 多级偏应力循环
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Local Rate of Convergence in the Functional Limit Theorem for Increments of a Fractional Brownian Motion 被引量:1
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作者 LIU Yonghong DING Ding ZHOU Xia 《数学进展》 北大核心 2025年第1期197-211,共15页
In this paper,we present local functional law of the iterated logarithm for Cs?rg?-Révész type increments of fractional Brownian motion.The results obtained extend works of Gantert[Ann.Probab.,1993,21(2):104... In this paper,we present local functional law of the iterated logarithm for Cs?rg?-Révész type increments of fractional Brownian motion.The results obtained extend works of Gantert[Ann.Probab.,1993,21(2):1045-1049]and Monrad and Rootzén[Probab.Theory Related Fields,1995,101(2):173-192]. 展开更多
关键词 fractional Brownian motion INCREMENT local functional law of the iterated logarithm large deviation small deviation
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特厚煤层综放窄煤柱沿空煤巷切顶护巷效应与围岩控制
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作者 翟文立 何富连 +4 位作者 王振 刘东明 宋佳宇 伍严灏 许旭辉 《采矿与安全工程学报》 北大核心 2025年第6期1252-1268,共17页
针对大同矿区特厚煤层窄煤柱沿空煤巷受大采出空间、强采动等影响引发的大变形难题,以马道头矿为工程背景,综合运用现场实测、数值模拟和现场试验等方法,研究基本顶断裂线位置、预裂切顶对沿空煤巷围岩偏应力全周期演化规律的影响。研... 针对大同矿区特厚煤层窄煤柱沿空煤巷受大采出空间、强采动等影响引发的大变形难题,以马道头矿为工程背景,综合运用现场实测、数值模拟和现场试验等方法,研究基本顶断裂线位置、预裂切顶对沿空煤巷围岩偏应力全周期演化规律的影响。研究揭示基本顶断裂线位于实体煤上方、采空区上方时不利于沿空巷道围岩稳定的原因。深入分析掘进、回采阶段预裂切顶效应可知,预裂切顶能够降低沿空巷道围岩畸变能,应力峰值向远离巷道的位置偏移,同时在一定程度上改善沿空巷道围岩应变环境。通过现场试验实施“切-锚-支-注”综合控制策略后,沿空煤巷在掘进、回采阶段的稳定性良好,巷道整体变形可控。 展开更多
关键词 特厚煤层 窄煤柱 预裂切顶 偏应力 围岩控制
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基于新型双材料复合相场模型的界面裂纹扩展路径研究
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作者 齐鹤 赵晨臣 +2 位作者 饶秋华 沈恺 易威 《铁道科学与工程学报》 北大核心 2025年第11期4971-4984,共14页
相场法采用连续变量来模拟不连续现象,因算法简单、功能强大而成为最有前景的一种断裂数值模拟方法。针对现有的复合相场模型在模拟双材料界面裂纹扩展时较少考虑压应力对剪切裂纹影响的问题,基于球/偏应变能分解且考虑压应力效应和界... 相场法采用连续变量来模拟不连续现象,因算法简单、功能强大而成为最有前景的一种断裂数值模拟方法。针对现有的复合相场模型在模拟双材料界面裂纹扩展时较少考虑压应力对剪切裂纹影响的问题,基于球/偏应变能分解且考虑压应力效应和界面损伤影响,建立了一种新型的双材料复合相场模型,并采用交错迭代法、自编ABAQUS软件的本构子程序UMAT和相场单元子程序UEL,提出了新型双材料复合相场模型的数值求解方法。通过将2个算例的模拟结果与经典相场模型(未区分Ⅰ/Ⅱ型裂纹扩展)和经典复合相场模型(考虑球/偏应变能分解,即区分Ⅰ/Ⅱ型裂纹扩展,未考虑压应力影响)的模拟结果以及试验结果进行对比,验证了该模型的合理性,并进行了模型参数的全局敏感度分析。结果表明:新型双材料复合相场模型数值算法能够实现双材料界面裂纹扩展路径的有效模拟,且计算精度更高,物理意义更明确。双材料参数E_(1)/E_(2)、G_(ⅠC1)/G_(ⅠC2)、G_(ⅡC1)/G_(ⅡC2)是影响界面裂纹扩展(如峰值应力和最大垂直位移)的主控参数,其次是φ_(1)/φ_(2)(内摩擦角)和l_(c1)/l_(c2)(相场数值参数)。研究结果可为岩石-混凝土结构体的安全评定及界面裂纹止裂设计等提供参考依据。 展开更多
关键词 新型双材料复合相场模型 球/偏应变能分解 压应力效应 界面裂纹扩展 参数全局敏感度
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Construction and characteristic analysis of background error covariance coupled with land surface temperature 被引量:1
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作者 Qihang Yang Yaodeng Chen +4 位作者 Luyao Qin Yuanbing Wang Deming Meng Xusheng Yan Xinyao Qian 《Atmospheric and Oceanic Science Letters》 2025年第3期7-12,共6页
Land surface temperature(LST)is the key variable in land-atmosphere interaction,having an important impact on weather and climate forecasting.However,achieving consistent analysis of LST and the atmosphere in assimila... Land surface temperature(LST)is the key variable in land-atmosphere interaction,having an important impact on weather and climate forecasting.However,achieving consistent analysis of LST and the atmosphere in assimilation is quite challenging.This is because there is limited knowledge about the cross-component background error covariance(BEC)between LST and atmospheric state variables.This study aims to clarify whether there is a relationship between the error of LST and atmospheric variables,and whether this relationship varies spatially and temporally.To this end,the BEC coupled with atmospheric variables and LST was constructed(LST-BEC),and its characteristics were analyzed based on the 2023 mei-yu season.The general characteristics of LST-BEC show that the LST is mainly correlated with the atmospheric temperature and the correlation decreases gradually with a rise in atmospheric height,and the error standard deviation of the LST is noticeably larger than that of the low-level atmospheric temperature.The spatiotemporal characteristics of LST-BEC on the heavy-rain day and light-rain day show that the error correlation and error standard deviation of LST and low-level atmospheric temperature and humidity are closely related to the weather background,and also have obvious diurnal variations.These results provide valuable information for strongly coupled land-atmosphere assimilation. 展开更多
关键词 Background error covariance Land surface temperature Error correlation Error standard deviation Data assimilation
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Online Optimization to Suppress the Grid-Injected Power Deviation of Wind Farms with Battery-Hydrogen Hybrid Energy Storage Systems 被引量:1
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作者 Min Liu Qiliang Wu +4 位作者 Zhixin Li Bo Zhao Leiqi Zhang Junhui Li Xingxu Zhu 《Energy Engineering》 2025年第4期1403-1424,共22页
To address the issue of coordinated control of multiple hydrogen and battery storage units to suppress the grid-injected power deviation of wind farms,an online optimization strategy for Battery-hydrogen hybrid energy... To address the issue of coordinated control of multiple hydrogen and battery storage units to suppress the grid-injected power deviation of wind farms,an online optimization strategy for Battery-hydrogen hybrid energy storage systems based on measurement feedback is proposed.First,considering the high charge/discharge losses of hydrogen storage and the low energy density of battery storage,an operational optimization objective is established to enable adaptive energy adjustment in the Battery-hydrogen hybrid energy storage system.Next,an online optimization model minimizing the operational cost of the hybrid system is constructed to suppress grid-injected power deviations with satisfying the operational constraints of hydrogen storage and batteries.Finally,utilizing the online measurement of the energy states of hydrogen storage and batteries,an online optimization strategy based on measurement feedback is designed.Case study results show:before and after smoothing the fluctuations in wind power,the time when the power exceeded the upper and lower limits of the grid-injected power accounted for 24.1%and 1.45%of the total time,respectively,the proposed strategy can effectively keep the grid-injected power deviations of wind farms within the allowable range.Hydrogen storage and batteries respectively undertake long-term and short-term charge/discharge tasks,effectively reducing charge/discharge losses of the Battery-hydrogen hybrid energy storage systems and improving its operational efficiency. 展开更多
关键词 Battery-hydrogen hybrid energy storage systems grid-injected power deviations measurement feedback online optimization energy states
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Accuracy allocation method for five-axis machine tools based on geometric error cost sensitivity prioritizing tool direction deviation 被引量:1
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作者 Xiaojian LIU Ao JIAO +7 位作者 Yang WANG Guodong YI Xiangyu GAO Xiaochen ZHANG Yiming ZHANG Yangjian JI Shuyou ZHANG Jianrong TAN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 2025年第7期635-651,共17页
Accuracy allocation is crucial in the accuracy design of machining tools.Current accuracy allocation methods primarily focus on positional deviation,with little consideration for tool direction deviation.To address th... Accuracy allocation is crucial in the accuracy design of machining tools.Current accuracy allocation methods primarily focus on positional deviation,with little consideration for tool direction deviation.To address this issue,we propose a geometric error cost sensitivity-based accuracy allocation method for five-axis machine tools.A geometric error model consisting of 4l error components is constructed based on homogeneous transformation matrices.Volumetric points with positional and tool direction deviations are randomly sampled to evaluate the accuracy of the machine tool.The sensitivity of each error component at these sampling points is analyzed using the Sobol method.To balance the needs of geometric precision and manufacturing cost,a geometric error cost sensitivity function is developed to estimate the required cost.By allocating error components affecting tool direction deviation first and the remaining components second,this allocation scheme ensures that both deviations meet the requirements.We also perform numerical simulation of a BC-type(B-axis and C-axis type)five-axis machine tool to validate the method.The results show that the new allocation scheme reduces the total geometric error cost by 27.8%compared to a uniform allocation scheme,and yields the same positional and tool direction machining accuracies. 展开更多
关键词 Five-axis machine tool Accuracy allocation Geometric error modeling Error cost sensitivity Tool direction deviation priority
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偏压固结状态下含天然气水合物泥质粉砂沉积物电阻率特性研究
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作者 马朝政 骆汀汀 +7 位作者 潘俊涛 马传贺 上官奕怀 王奥旺 张宸毅 王莹莹 韩涛 杨维好 《上海国土资源》 2025年第3期87-97,共11页
我国南海泥质粉砂储层中蕴藏着巨量的天然气水合物资源,电阻率测井技术是南海水合物资源勘探和安全开采监测的重要手段。本文针对含水合物储层各向异性受力特征,依据南海水合物岩心粒径曲线人工配置泥质粉砂沉积物,基于结合电阻率系统... 我国南海泥质粉砂储层中蕴藏着巨量的天然气水合物资源,电阻率测井技术是南海水合物资源勘探和安全开采监测的重要手段。本文针对含水合物储层各向异性受力特征,依据南海水合物岩心粒径曲线人工配置泥质粉砂沉积物,基于结合电阻率系统的水合物三轴装置制备了偏压固结状态下含天然气水合物沉积物,并在不同水合物饱和度、有效围压和固结应力比工况下开展了降温、水合物生成、固结和剪切全过程中沉积物电阻率响应实验研究。研究结果表明:(1)泥质粉砂沉积物的主要导电路径来源于孔隙水溶解石英砂和蒙脱土表面离子,而降温会降低沉积物的导电性。(2)水合物生成显著影响沉积物的电阻率,本研究中水合物形成后的泥质粉砂沉积物电阻率急剧上升至1000Ω·m左右。(3)施加外部应力(如围压、轴压等)会明显降低积物电阻率,且降低幅度随施加的有效应力增大而增大。(4)偏压固结后沉积物电阻率进一步降低,而其降幅低于等压固结阶段;本研究中,偏压固结后的~25%水合物饱和度沉积物的电阻率仍普遍高于等压固结后的~15%水合物饱和度沉积物的电阻率。本研究结论旨在为南海天然气水合物商业化勘探和开采监测提供理论支持。 展开更多
关键词 天然气水合物 泥质粉砂沉积物 电阻率 偏压固结 水合物饱和度 有效围压 固结应力比
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Impact of land use change on carbon storage in the middle reaches of the Yellow River,China 被引量:1
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作者 SHI Xiaoliang ZHANG Jie +4 位作者 LIU Simin DING Hao CHEN Xi WANG Li ZHANG Dan 《Journal of Arid Land》 2025年第2期167-181,共15页
The implementation of long-term shelterbelt programs in the middle reaches of the Yellow River(MRYR),China not only has improved the overall ecological environment,but also has led to the changes of land use pattern,c... The implementation of long-term shelterbelt programs in the middle reaches of the Yellow River(MRYR),China not only has improved the overall ecological environment,but also has led to the changes of land use pattern,causing carbon storage exchanges.However,the relationship between carbon storage and land use change in the MRYR is not concerned,which results in the uncertainty in the simulation of carbon storage in this area.Land use changes directly affect the carbon storage capacity of ecosystems,and as an indicator reflecting the overall state of land use,land use degree has an important relationship with carbon storage.In this study,land use data and the integrated valuation of ecosystem services and trade-offs(InVEST)model were used to assess the trends in land use degree and carbon storage in the MRYR during 1980-2020.The potential impact index and the standard deviation ellipse(SDE)algorithm were applied to quantify and analyze the characteristics of the impact of land use changes on carbon storage.Subsequently,land use transitions that led to carbon storage variations and their spatial variations were determined.The results showed that:(1)the most significant periods of carbon storage changes and land use transitions were observed during 1990-1995 and 1995-2020,with the most changed areas locating in the east of Fenhe River and in northwestern Henan Province;(2)the positive impact of land use degree on carbon storage may be related to the environmental protection measures implemented along the Yellow River,while the negative impact may be associated with the expansion of construction land in plain areas;and(3)the conversion of other land use types to grassland was the primary factor affecting carbon storage changes during 1980-2020.In future land use planning,attention should be given to the direction of grassland conversion,and focus on reasonably limiting the development of construction land.To enhance carbon storage,it will be crucial to increase the area of high-carbon-density land types,such as forest land and grassland under the condition that the area of permanent farmland does not decrease. 展开更多
关键词 carbon storage land use degree integrated valuation of ecosystem services and trade-offs(InVEST)model potential impact standard deviation ellipse(SDE)
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Asymptotic Probability of Record Numbers in Random Walks
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作者 PENG Wenjie LI Yuqiang 《应用概率统计》 北大核心 2025年第1期17-27,共11页
In this paper,large deviations principle(LDP)and moderate deviations principle(MDP)of record numbers in random walks are studied under certain conditions.The results show that the rate functions of LDP and MDP are dif... In this paper,large deviations principle(LDP)and moderate deviations principle(MDP)of record numbers in random walks are studied under certain conditions.The results show that the rate functions of LDP and MDP are different from those of weak record numbers,which are interesting complements of the conclusions by Li and Yao[1]. 展开更多
关键词 random walk record number large deviation moderate deviation
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采动影响下巷道畸变能分布特征探究
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作者 刘会利 王英杰 《中国煤炭》 北大核心 2025年第S1期128-136,共9页
采动影响下巷道围岩的能量分布特征对于巷道围岩的稳定性具有重要意义。以锦界煤矿31414服务巷道为工程背景,通过研究采动影响下巷道围岩的畸变能分布特征,揭示了巷道围岩的非对称破坏机理。研究表明:(1)巷道围岩的畸变能分布与围岩的... 采动影响下巷道围岩的能量分布特征对于巷道围岩的稳定性具有重要意义。以锦界煤矿31414服务巷道为工程背景,通过研究采动影响下巷道围岩的畸变能分布特征,揭示了巷道围岩的非对称破坏机理。研究表明:(1)巷道围岩的畸变能分布与围岩的破坏形态分布具有一致性。在不同的应力环境下,畸变能分布呈现圆形、椭圆形和X形的演化特征。(2)应力偏转作用下,巷道的畸变能分布特征会出现非对称分布,近而导致巷道围岩产生非对称破坏。(3)31424工作面服务巷道在采动影响下会出现应力旋转现象,因此要特别注意巷道围岩的非对称破坏现象,应根据非对称破坏特征及时进行加强支护。 展开更多
关键词 蝶形破坏 非对称破坏 偏应力 塑性区
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Large Deviations for Fractional Stochastic Heat Equation with Gaussian Noise Rough in Space
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作者 WANG Zhi LIU Junfeng 《数学进展》 北大核心 2025年第6期1368-1392,共25页
In this paper we study the Freidlin-Wentzell's large deviation principle for the following nonlinear fractional stochastic heat equation driven by Gaussian noise∂/∂tu^(ε)=D_(δ)^(α)(t,x)+√εσ(u^(ε)(t,x))W(t,x... In this paper we study the Freidlin-Wentzell's large deviation principle for the following nonlinear fractional stochastic heat equation driven by Gaussian noise∂/∂tu^(ε)=D_(δ)^(α)(t,x)+√εσ(u^(ε)(t,x))W(t,x),(t,x)∈[0,T]×R,where D_(δ)^(α)is a nonlocal fractional differential operator and W is the Gaussian noise which is white in time and behaves as a fractional Brownian motion with Hurst index H satisfying 3-α/4<H<1/2,in the space variable.The weak convergence approach plays an important role. 展开更多
关键词 fractional stochastic heat equation fractional Brownian motion large deviation principle weak convergence
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Impact factor analysis of less developed farmers'livelihood strategies based on the binary Logit model
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作者 HE Li-Long TAN Hao-Wen +1 位作者 GUO Jin-Ting XIA Ting-Fu 《四川大学学报(自然科学版)》 北大核心 2025年第5期1265-1280,共16页
In this paper,based on the structure-behavior coupling paradigm,we propose the concept of deviation of central town to describe the geography-market distance between farmers and the central regional town.Using the sur... In this paper,based on the structure-behavior coupling paradigm,we propose the concept of deviation of central town to describe the geography-market distance between farmers and the central regional town.Using the survey data from farmers in a poverty-stricken village in Western China,the impact of deviation of central town on farmers'livelihood strategies is analyzed.The results indicate that farmers exhibit spatial heterogeneity in their livelihood strategies.Those with low deviation show a strong inclination towards working in urban areas,while those with high deviation tend to integrate into rural industries.The deviation of central town influences farmers'livelihood strategies through the information effect,which is also affected by the level of rural infrastructure and public services,labor force structure and assistance policies.The obtained results are expected to provide guidance for promoting the integration of farmers into the urban-rural economic cycle based on sustainable livelihoods and connecting poverty alleviation with rural revitalization. 展开更多
关键词 Deviation of central town Livelihood strategy Binary Logit model
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交通荷载作用下纯砂与粉砂的循环剪切行为对比
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作者 孙淼军 张祖国 +2 位作者 施周桓 周波翰 潘坤 《浙江工业大学学报》 北大核心 2025年第6期685-691,共7页
为深入研究初始静偏应力对砂类土循环剪切行为的影响,开展了一系列循环三轴试验,对比了纯砂与粉砂在不同初始应力状态下的循环响应。试验结果表明:相对密实度D r可以作为土体动强度的基础表征参数,该参数在后续对比试验中不变。不论是... 为深入研究初始静偏应力对砂类土循环剪切行为的影响,开展了一系列循环三轴试验,对比了纯砂与粉砂在不同初始应力状态下的循环响应。试验结果表明:相对密实度D r可以作为土体动强度的基础表征参数,该参数在后续对比试验中不变。不论是纯砂还是粉砂,压缩静偏应力的存在均有利于提高土体动强度,且在拉伸静偏作用下纯砂的强度变化规律与压缩侧一致;而粉砂的拉伸静偏应力对试样动强度有双重作用,其值随着剪切应力比(Shear stress ratio,SSR)的增大先递减后递增,并在SSR=-0.2时达到最低值。与纯砂相比,粉砂通常表现出更强的抗液化能力。 展开更多
关键词 初始静偏应力 交通荷载 动强度 变形特性
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复杂断层构造影响区不规则工作面开采诱冲机制及防治技术研究
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作者 刘畅 《煤炭工程》 北大核心 2025年第10期88-97,共10页
针对地质条件和开采条件复杂工作面,易受强动载和高集中静载叠加作用而诱发冲击地压灾害的问题,以赵楼煤矿7302不规则工作面为研究对象,通过现场取样测试、冲击危险性评估、理论分析、精细化数值模拟、多参量监测预警及防治协同控制技术... 针对地质条件和开采条件复杂工作面,易受强动载和高集中静载叠加作用而诱发冲击地压灾害的问题,以赵楼煤矿7302不规则工作面为研究对象,通过现场取样测试、冲击危险性评估、理论分析、精细化数值模拟、多参量监测预警及防治协同控制技术,对复杂断层构造影响区内不规则工作面开采诱冲机制及防治进行了研究,结果表明:滑移失稳所需剪切应力大小与断层弱面的剪切模量成正比,断层弱面上粘结点破坏强度一致性程度高时其将以粘滑摩擦的状态产生瞬时应力降而诱发强矿震;工作面开采宽度较大时覆岩中高位厚硬关键层更易达到极限破断垮距破断而形成强动载扰动,同时导致开采空间围岩内静载应力集中度和范围增大。采用精细化的三维数值模拟初步判定了工作面开采期间存在的潜在冲击危险区域,并指出工作面开采对Fz14逆断层和Fd64正断层造成扰动而致使其活化;采用多参量空间定量技术实时对工作面开采期间进行前兆识别和监测预警,及时反馈防治协同控制技术有效性。 展开更多
关键词 冲击地压 断层构造 不规则工作面 数值模拟 偏应力 协同控制
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