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Effects of loading waveforms on rock damage using particle simulation method 被引量:5
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作者 XIA Ming GONG Feng-qiang 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第7期1755-1765,共11页
The particle simulation method is used to study the effects of loading waveforms (i.e. square, sinusoidal and triangle waveforms) on rock damage at mesoscopic scale. Then some influencing factors on rock damage at t... The particle simulation method is used to study the effects of loading waveforms (i.e. square, sinusoidal and triangle waveforms) on rock damage at mesoscopic scale. Then some influencing factors on rock damage at the mesoscopic scale, such as loading frequency, stress amplitude, mean stress, confining pressure and loading sequence, are also investigated with sinusoidal waveform in detail. The related numerical results have demonstrated that: 1) the loading waveform has a certain effect on rock failure processes. The square waveform has the most damage within these waveforms, while the triangle waveform has less damage than sinusoidal waveform. In each cycle, the number of microscopic cracks increases in the loading stage, while it keeps nearly constant in the unloading stage. 2) The loading frequency, stress amplitude, mean stress, confining pressure and loading sequence have considerable effects on rock damage subjected to cyclic loading. The higher the loading frequency, stress amplitude and mean stress, the greater the damage the rock accumulated; in contrast, the lower the confining pressure, the greater the damage the rock has accumulated. 3) There is a threshold value of mean stress and stress amplitude, below which no further damage accumulated after the first few cycle loadings. 4) The high-to-low loading sequence has more damage than the low-to-high loading sequence, suggesting that the rock damage is loading-path dependent. 展开更多
关键词 rock damage failure process crack initiation and propagation loading waveform cycle loading particle simulation method
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Calculation Model and Simulation of Warship Damage Probability 被引量:1
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作者 滕兆新 张旭 +1 位作者 杨世兴 朱小平 《Defence Technology(防务技术)》 SCIE EI CAS 2008年第2期111-114,共4页
The combat efficiency of mine obstacle is the focus of the present research. Based on the main effects that mine obstacle has on the target warship damage probability such as: features of mines with maneuverability, t... The combat efficiency of mine obstacle is the focus of the present research. Based on the main effects that mine obstacle has on the target warship damage probability such as: features of mines with maneuverability, the success rate of mine-laying, the hit probability, mine reliability and action probability, a calculation model of target warship mine-encounter probability is put forward under the condition that the route selection of target warships accords with even distribution and the course of target warships accords with normal distribution. And a damage probability model of mines with maneuverability to target warships is set up, a simulation way proved the model to be a high practicality. 展开更多
关键词 概率论 战舰破损 概率模式 模拟设计
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Thickness of excavation damaged zone estimation using four novel hybrid ensemble learning models : A case study of Xiangxi Gold Mine and Fankou Lead-zinc Mine in China
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作者 LIU Lei-lei HONG Zhi-xian +1 位作者 ZHAO Guo-yan LIANG Wei-zhang 《Journal of Central South University》 CSCD 2024年第11期3965-3982,共18页
Underground excavation can lead to stress redistribution and result in an excavation damaged zone(EDZ),which is an important factor affecting the excavation stability and support design.Accurately estimating the thick... Underground excavation can lead to stress redistribution and result in an excavation damaged zone(EDZ),which is an important factor affecting the excavation stability and support design.Accurately estimating the thickness of EDZ is essential to ensure the safety of the underground excavation.In this study,four novel hybrid ensemble learning models were developed by optimizing the extreme gradient boosting(XGBoost)and random forest(RF)algorithms through simulated annealing(SA)and Bayesian optimization(BO)approaches,namely SA-XGBoost,SA-RF,BO XGBoost and BO-RF models.A total of 210 cases were collected from Xiangxi Gold Mine in Hunan Province and Fankou Lead-zinc Mine in Guangdong Province,China,including seven input indicators:embedding depth,drift span,uniaxial compressive strength of rock,rock mass rating,unit weight of rock,lateral pressure coefficient of roadway and unit consumption of blasting explosive.The performance of the proposed models was evaluated by the coefficient of determination,root mean squared error,mean absolute error and variance accounted for.The results indicated that the SA-XGBoost model performed best.The Shapley additive explanations method revealed that the embedding depth was the most important indicator.Moreover,the convergence curves suggested that the SA-XGBoost model can reduce the generalization error and avoid overfitting. 展开更多
关键词 excavation damaged zone machine learning simulated annealing Bayesian optimization extreme gradient boosting random forest
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Mechanical properties and damage evolution of sandstone subjected to uniaxial compression considering freeze-thaw cycles
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作者 WANG Jing-yao LI Jie-lin +1 位作者 ZHOU Ke-ping LIN Yun 《Journal of Central South University》 CSCD 2024年第11期4137-4154,共18页
The effect of freeze-thaw(F-T)cycles on the mechanical behaviors and internal mechanism of rock mass is a critical research topic.In permafrost or seasonally frozen regions,F-T cycles have adverse effects on the mecha... The effect of freeze-thaw(F-T)cycles on the mechanical behaviors and internal mechanism of rock mass is a critical research topic.In permafrost or seasonally frozen regions,F-T cycles have adverse effects on the mechanical properties of rock mass,leading to many serious disasters in mining and geotechnical operations.In this paper,uniaxial compression tests are carried out on cyan sandstone after different F-T cycles.The failure modes and damage evolution of cyan sandstone under F-T cycles are studied.In addition,from the perspective of fracture and pore volume,the calculation equations of rock strain under frost heaving pressure and F-T cycles are established and verified with the corresponding laboratory tests.Subsequently,based on the classical damage theory,the F-T damage variables of cyan sandstone under different F-T cycles are calculated,and the meso-damage calculation model of cyan sandstone under F-T-loading coupling conditions is derived.Furthermore,through the discrete element numerical simulation software(PFC^(3D)),the microscopic damage evolution process of cyan sandstone under uniaxial compression after F-T cycles is studied,including the change of microcracks number,distribution of microcracks,and the acoustic emission(AE)count.The goal of this study is to investigate the damage evolution mechanism of rock from the mesoscopic and microscopic aspects,which has certain guiding value for accurately understanding the damage characteristics of rock in cold regions. 展开更多
关键词 freeze-thaw cycles cyan sandstone uniaxial compression damage variable PFC^(3D)numerical simulation MICROCRACKS
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基于Shear Damage模型的剪切闸板防喷器剪切性能研究 被引量:3
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作者 敬佳佳 邱志礼 +4 位作者 陈文斌 杨流川 何航宇 向毅 陈小明 《中国安全生产科学技术》 CAS CSCD 北大核心 2022年第10期142-149,共8页
为揭示剪切闸板在纯剪切工况条件下(无压差、无悬重)剪切钻杆时剪切力特征,以及悬重、内外压差等复杂工况条件对剪切钻杆时剪切力和油压的影响规律。本文基于Shear Damage断裂损伤模型,通过显示动力学方法开展剪切过程仿真研究。研究结... 为揭示剪切闸板在纯剪切工况条件下(无压差、无悬重)剪切钻杆时剪切力特征,以及悬重、内外压差等复杂工况条件对剪切钻杆时剪切力和油压的影响规律。本文基于Shear Damage断裂损伤模型,通过显示动力学方法开展剪切过程仿真研究。研究结果表明:在纯剪切工况条件下,剪切力随时间增加先逐渐增加再急剧下降为0;在有悬重工况条件下,剪切力和油压随悬重增加而呈减小趋势;在钻杆内压大于外压工况条件下,剪切力和油压均随压差增大而增大;在钻杆内压小于外压工况条件下,剪切力随压差增大而减小,57/8 in(壁厚14.50 mm)、5 in(壁厚12.70 mm)规格钻杆油压随压差增大呈先增加后减小趋势,51/2 in(壁厚10.54 mm)规格钻杆油压随压差变化不明显,其余钻杆油压随压差增大均呈上升趋势。研究结果可为剪切闸板防喷器油压配置、结构优化、关井工艺改进等提供关键技术支撑。 展开更多
关键词 剪切性能 剪切闸板防喷器 Shear damage模型 数值模拟 剪切力 油压
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Numerical simulation of dynamic fracture properties of rocks under different static stress conditions 被引量:7
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作者 LIANG Zheng-zhao QIAN Xi-kun +1 位作者 ZHANG Ya-fang LIAO Zhi-yi 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第2期624-644,共21页
When underground cavities are subjected to explosive stress waves,a uniquely damaged zone may appear due to the combined effect of dynamic loading and static pre-load stress.In this study,a rate-dependent two-dimensio... When underground cavities are subjected to explosive stress waves,a uniquely damaged zone may appear due to the combined effect of dynamic loading and static pre-load stress.In this study,a rate-dependent two-dimensional rock dynamic constitutive model was established to investigate the dynamic fractures of rocks under different static stress conditions.The effects of the loading rate and peak amplitude of the blasting wave under different confining pressures and the vertical compressive coefficient(K_(0))were considered.The numerical simulated results reproduced the initiation and further propagation of primary radial crack fractures,which were in agreement with the experimental results.The dynamic loading rate,peak amplitude,static vertical compressive coefficient(K_(0))and confining pressure affected the evolution of fractures around the borehole.The heterogeneity parameter(m)plays an important role in the evolution of fractures around the borehole.The crack propagation path became more discontinuous and rougher in a smallerheterogeneity parameter case. 展开更多
关键词 rock mechanics coupled static and dynamic loading numerical simulation rate-dependent damage constitutive model
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An interface shear damage model of chromium coating/steel substrate under thermal erosion load 被引量:7
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作者 Xiao-long Li Yong Zang +3 位作者 Yong Lian Min-yu Ma Lei Mu Qin Qin 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第2期405-415,共11页
The Cr-plated coating inside a gun barrel can effectively improve the barrel’s erosion resistance and thus increase the service life.However,due to the cyclic thermal load caused by high-temperature gunpowder,micro-e... The Cr-plated coating inside a gun barrel can effectively improve the barrel’s erosion resistance and thus increase the service life.However,due to the cyclic thermal load caused by high-temperature gunpowder,micro-element damage tends to occur within the Cr coating/steel substrate interface,leading to a gradual deterioration in macro-mechanical properties for the material in the related region.In order to mimic this cyclic thermal load and,thereby,study the thermal erosion behavior of the Cr coating on the barrel’s inner wall,a laser emitter is utilized in the current study.With the help of in-situ tensile test and finite element simulation results,a shear stress distribution law of the Cr coating/steel substrate and a change law of the interface ultimate shear strength are identified.Studies have shown that the Cr coating/steel substrate interface’s ultimate shear strength has a significant weakening effect due to increasing temperature.In this study,the interfacial ultimate shear strength decreases from 2.57 GPa(no erosion)to 1.02 GPa(laser power is 160 W).The data from this experiment is employed to establish a Cr coating/steel substrate interface shear damage model.And this model is used to predict the flaking process of Cr coating by finite element method.The simulation results show that the increase of coating crack spacing and coating thickness will increase the service life of gun barrel. 展开更多
关键词 Cr coating/steel substrate Thermal erosion Finite element simulation Ultimate shear strength Interface shear damage model
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Knowledge-oriented modeling for influencing factors of battle damage in military industrial logistics:An integrated method 被引量:2
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作者 Xiong Li Xiao-dong Zhao Wei Pu 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2020年第3期571-587,共17页
Modeling influencing factors of battle damage is one of essential works in implementing military industrial logistics simulation to explore battle damage laws knowledge.However,one of key challenges in designing the s... Modeling influencing factors of battle damage is one of essential works in implementing military industrial logistics simulation to explore battle damage laws knowledge.However,one of key challenges in designing the simulation system could be how to reasonably determine simulation model input and build a bridge to link battle damage model and battle damage laws knowledge.In this paper,we propose a novel knowledge-oriented modeling method for influencing factors of battle damage in military industrial logistics,integrating conceptual analysis,conceptual modeling,quantitative modeling and simulation implementation.We conceptualize influencing factors of battle damage by using the principle of hierarchical decomposition,thus classifying the related battle damage knowledge logically.Then,we construct the conceptual model of influencing factors of battle damage by using Entity-Relations hip approach,thus describing their interactions reasonably.Subsequently,we extract the important influencing factors by using social network analysis,thus evaluating their importance quantitatively and further clarifying the elements of simulation.Finally,we develop an agent-based military industry logistics simulation system by taking the modeling results on influencing factors of battle damage as simulation model input,and obtain simulation model output,i.e.,new battle damage laws knowledge,thus verifying feasibility and effectiveness of the proposed method.The results show that this method can be used to support human decision-making and action. 展开更多
关键词 Battle damage Industrial logistics Entity-relationship approach Social network analysis Agent-based simulation
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3D numerical simulation and analysis of railgun gouging mechanism 被引量:5
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作者 Jin-guo WU Bo TANG +2 位作者 Qing-hua LIN Hai-yuan LI Bao-ming LI 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2016年第2期90-95,共6页
A gouging phenomenon with a hypervelocity sliding electrical contact in railgun not only shortens the rail lifetime but also affects the interior ballistic performance. In this paper, a 3-D numerical model was introdu... A gouging phenomenon with a hypervelocity sliding electrical contact in railgun not only shortens the rail lifetime but also affects the interior ballistic performance. In this paper, a 3-D numerical model was introduced to simulate and analyze the generation mechanism and evolution of the rail gouging phenomenon. The results show that a rail surface bulge is an important factor to induce gouging. High density and high pressure material flow on the contact surface, obliquely extruded into the rail when accelerating the armature to a high velocity, can produce gouging. Both controlling the bulge size to a certain range and selecting suitable materials for rail surface coating will suppress the formation of gouging. The numerical simulation had a good agreement with experiments, which validated the computing model and methodology are reliable. 展开更多
关键词 三维数值模拟 电磁轨道炮 机构 刨削 三维数值模型 接触表面 内弹道性能 斜向挤压
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Mechanism on simulation and experiment of pre-crack seam formation in stope roof 被引量:1
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作者 胡建华 雷涛 +2 位作者 周科平 刘浪 劳德正 《Journal of Central South University》 SCIE EI CAS 2014年第4期1526-1533,共8页
The pre-crack blast technology has been used to control the induction caving area in the roof. The key is to form the pre-crack seam and predict the effect of the seam. The H-J-C blast model was built in the roof. Bas... The pre-crack blast technology has been used to control the induction caving area in the roof. The key is to form the pre-crack seam and predict the effect of the seam. The H-J-C blast model was built in the roof. Based on the theories of dynamic strength and failure criterion of dynamic rock, the rock dynamic damage and the evolution of pre-crack seam were simulated by the tensile damage and shear failure of the model. According to the actual situation of No. 92 ore body test stope at Tongkeng Mine, the formation process of the pre-crack blast seam was simulated by Ansys/Ls-dyna software, the pre-crack seam was inspected by a system of digital panoramic borehole camera. The pre-crack seam was inspected by the system of digital panoramic borehole in the roof. The results of the numerical simulation and inspection show that in the line of centers of pre-hole, the minimum of the tensile stress reaches 20 MPa, which is much larger than 13.7 MPa of the dynamic tensile strength of rock. The minimum particle vibration velocity reaches 50 cm/s, which is greater than 30-40 cm/s of the allowable vibration velocity. It is demonstrated that the rock is destroyed near the center line and the pre-crack is successfully formed by the large diameters and large distances pre-crack holes in the roof. 展开更多
关键词 induction caving dynamic damage model pre-crack seam numerical simulation digital borehole camera
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废弃采空区边界煤柱浸水结构演化与损伤劣化机理的模拟试验 被引量:3
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作者 徐智敏 熊世杰 +4 位作者 袁慧卿 孙亚军 韩宇航 陈天赐 卢伟宁 《煤炭学报》 北大核心 2025年第2期1100-1114,共15页
在煤矿生产过程中,为防止老空水害而留设的各类防隔水煤柱在废弃采空区蓄积的具有侵蚀性的矿井水长期带压浸水作用下,其宏观、细观结构不断发生变化并出现损伤劣化现象,导致煤柱的物理力学强度减小、稳定性降低,进而诱发煤柱失稳和突水... 在煤矿生产过程中,为防止老空水害而留设的各类防隔水煤柱在废弃采空区蓄积的具有侵蚀性的矿井水长期带压浸水作用下,其宏观、细观结构不断发生变化并出现损伤劣化现象,导致煤柱的物理力学强度减小、稳定性降低,进而诱发煤柱失稳和突水事故的发生。论文通过自主设计的高压矿井水−煤耦合作用试验装置,开展了煤柱试样在不同水压、模拟矿井水、原样矿井水等条件下的长期浸泡模拟试验,并采用计算机断层扫描(CT)、X射线衍射(XRD)以及高压伺服压缩试验加载系统等手段,分析并研究了煤样长期浸水条件下的结构演化与力学损伤劣化过程和作用机理。研究结果表明:煤样结构在侵蚀性矿井水长期浸泡条件下表现为不规则孔隙−裂隙显著发育、孔隙率由0.25%增大到1.2%、孔隙发育的离散性随浸泡时间逐步降低;煤样在侵蚀溶液长期浸泡条件下的力学损伤劣化效应明显,受浸泡时间和浸泡溶液的pH值影响最为明显;煤样与矿井水在浸泡过程中产生相互作用,具体体现为初期的吸水膨胀作用与后期的溶解消耗作用。根据上述研究成果,论文阐明了废弃矿井及采空区各类边界煤柱在高渗透压、侵蚀性矿井水长期作用下结构演化与损伤劣化的物理−化学耦合作用机理,揭示了废弃采空区边界煤柱带压浸水作用下的动态响应过程与关键阶段:第一阶段以物理吸水膨胀作用为主,表现为抗压强度整体减小而抗拉强度先降低后回升再降低的现象;第二阶段以物理−化学联合作用为主,表现为黏土类矿物部分溶解、消耗导致孔隙率增大,进而诱发物理力学损伤劣化;最后,在“软化系数”的基础上提出了浸水煤柱“损伤系数”的定义和计算公式,并确定了浸水煤柱“损伤系数”的经验数值。研究结果对各类废弃矿井或采空区边界煤柱的稳定性评价和水害的防控具有重要的理论意义和工程实践价值。 展开更多
关键词 废弃矿井 煤柱浸水损伤 CT扫描 结构演化 损伤机理 模拟试验
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落石撞击钢筋混凝土箱梁数值仿真与损伤分析 被引量:1
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作者 祝露 林立华 +1 位作者 方海 韩娟 《南京工业大学学报(自然科学版)》 北大核心 2025年第1期91-98,共8页
为研究落石撞击对钢筋混凝土箱梁的影响,通过ANSYS/LS-DYNA有限元软件对落石撞击某匝道桥箱梁的过程进行数值模拟,计算竖直方向的落石撞击力,分析桥面破损情况和箱梁开裂形态,并与现场检测结果进行对比。结果表明:落石与箱梁发生了5次撞... 为研究落石撞击对钢筋混凝土箱梁的影响,通过ANSYS/LS-DYNA有限元软件对落石撞击某匝道桥箱梁的过程进行数值模拟,计算竖直方向的落石撞击力,分析桥面破损情况和箱梁开裂形态,并与现场检测结果进行对比。结果表明:落石与箱梁发生了5次撞击,产生了多个撞击力峰值,桥面出现5处凹坑;落石撞击力类似三角形脉冲荷载,瞬时峰值大,持续时间短;首次撞击时落石撞击力最大,瞬时峰值达到10705 kN,基于瑞士公式和日本道路公团公式计算的最大落石撞击力比模拟值小,将其直接用于落石-箱梁碰撞计算是偏不安全的;有限元计算得到的桥面凹坑分布和箱梁开裂破损情况与事故测量结果吻合较好,再现了落石撞击钢筋混凝土箱梁的过程;落石撞击箱梁所造成病害主要是碰撞接触区域的局部损伤,首次撞击时病害最严重,桥面破损范围大,箱梁翼缘板上表面混凝土开裂并向下延伸至翼缘与腹板交界处。 展开更多
关键词 钢筋混凝土箱梁 落石 撞击力 桥面损伤 数值模拟 桥面凹坑
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循环荷载作用下石灰岩动态力学响应特征与损伤演化机制 被引量:1
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作者 雷小磊 汪海波 +2 位作者 段继超 王梦想 吕闹 《振动与冲击》 北大核心 2025年第10期30-40,57,共12页
为了探究循环荷载作用下石灰岩力学性能以及损伤演化机理,开展了一系列室内试验、理论分析和数值模拟。首先,对石灰岩实施了分离式霍普金森压杆(split Hopkinson pressure bar,SHPB)单次与等幅循环冲击试验,并结合Weibull损伤理论构建... 为了探究循环荷载作用下石灰岩力学性能以及损伤演化机理,开展了一系列室内试验、理论分析和数值模拟。首先,对石灰岩实施了分离式霍普金森压杆(split Hopkinson pressure bar,SHPB)单次与等幅循环冲击试验,并结合Weibull损伤理论构建动载损伤演化模型,并利用ANSYS/LSDYNA软件对石灰岩开展循环爆破数值模拟。结果显示,单次冲击作用下,冲击气压升高导致石灰岩峰值应力增大、屈服应变增加;循环冲击作用下,随着冲击气压从0.15 MPa升至0.30 MPa,试件破裂所需冲击次数逐渐减少,由13次减至3次;随着冲击次数增加,试件屈服应变增大,弹性模量、峰值应力降低,累积损伤近1时发生破坏;爆破次数增加,模型炮孔周边的粉碎区域扩大,主裂纹持续扩展,损伤不断累积。本研究定义的损伤变量实现了对循环冲击荷载作用下累积损伤演化全过程完整统一的描述,建立的爆破荷载作用下岩石损伤表达式有效揭示了单次爆破过程中岩石损伤分布特性,符合工程爆破理论体系,能够为工程爆破作业提供重要参考。 展开更多
关键词 分离式霍普金森压杆(SHPB)试验 循环冲击 数值模拟 循环爆破 累积损伤
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未来气候情景下高寒区水稻延迟型冷害演变特征研究
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作者 韩俊杰 石红艳 +6 位作者 初征 翟墨 那荣波 季生太 何锋 庞云超 姜丽霞 《灾害学》 北大核心 2025年第1期16-21,101,共7页
利用中国区域气候模式BCC-CSM 1.0模拟的日平均气温数据,结合国家标准中5—9月温度和的距平(ΔT)指标,判识RCP4.5情景下2024—2060年水稻延迟型冷害的演变特征。结果表明:该模式数据对研究水稻冷害较为可靠;2024—2060年,研究区水稻延... 利用中国区域气候模式BCC-CSM 1.0模拟的日平均气温数据,结合国家标准中5—9月温度和的距平(ΔT)指标,判识RCP4.5情景下2024—2060年水稻延迟型冷害的演变特征。结果表明:该模式数据对研究水稻冷害较为可靠;2024—2060年,研究区水稻延迟型冷害识别年数为5~12 a,随时间呈减少趋势,其中2024—2030年、2030s为冷害高发期,2040s为低发期,2050s未发生冷害,与基准时段(1969—2005年)相比,冷害总年数大幅减少;空间分布上,水稻延迟型冷害发生频率总体呈北少南多,冷害发生频率在13.5%~32.3%,高值区位于哈尔滨东部、鸡西南部和牡丹江,而齐齐哈尔、大庆区域为低值中心,与基准时段相比,冷害高频区向南收缩并东移。研究区冷害发生范围在不同年份存在差异,IOC值呈“弹跳式”波动变化,2024、2026、2028、2029、2030、2031、2033、2035、2036、2046、2049年冷害发生范围较大,IOC高于0.42,与基准时段相比,IOC为0的年数增加,IOC高于0.50的年数减少。 展开更多
关键词 水稻 延迟型冷害 冷害演变特征 高寒区 BCC-CSM 1.0模拟
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浅埋煤层开采地表裂缝发育规律及形成演化机理 被引量:3
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作者 侯恩科 慕佳欣 +6 位作者 谢晓深 冯栋 杨磊 李研 何涛 包康光 陈小绳 《煤田地质与勘探》 北大核心 2025年第2期107-117,共11页
【目的】地表裂缝是陕北煤矿区最常见的一种地质灾害,不仅损伤地表生态环境,与覆岩裂隙贯通的地表裂缝还是地表水溃入井下的主要通道,威胁井下安全生产。【方法】为进一步揭示浅埋煤层开采地表裂缝发育规律,并阐明其形成及演化机理,以... 【目的】地表裂缝是陕北煤矿区最常见的一种地质灾害,不仅损伤地表生态环境,与覆岩裂隙贯通的地表裂缝还是地表水溃入井下的主要通道,威胁井下安全生产。【方法】为进一步揭示浅埋煤层开采地表裂缝发育规律,并阐明其形成及演化机理,以陕北红柳林煤矿15218工作面和25213工作面为研究对象,采用地表裂缝填图、裂缝动态监测和数值模拟等方法,对地表裂缝进行深入研究。【结果和结论】研究表明:(1)浅埋煤层开采地表裂缝整体呈“C”形展布,其发育特征与发育位置和地貌类型密切相关。相同开采条件下黄土沟壑区>5 cm宽度的裂缝数量占比是风沙滩地区的2.15倍,发育程度明显大于风沙滩地区;工作面边界裂缝发育程度明显大于面内裂缝。(2)浅埋煤层开采地表裂缝具有超前和滞后2种动态发育特征,其中,25213工作面开采诱发的地表裂缝滞后回采位置发育,滞后距6.49 m;15218工作面开采诱发的地表裂缝超前回采位置发育,超前距20.07 m;面内裂缝具有4种活动特征,边界裂缝宽度仅呈现“开裂-增大-稳定”的活动特征,地表裂缝整体活动时间4~14 d。(3)采空区地表附近形成压缩区、拉压转换区和拉伸区,随着工作面推进,采空区顶板岩层和地表移动变形破坏区不断向前扩展。地表下沉盆地范围略大于采空区,最大下沉系数0.82。(4)非贯通裂缝主要由地表移动盆地边缘土体拉伸变形超过其极限值所引起,贯通裂缝是覆岩内部上行裂缝与地表裂缝相接或直接导通地表的结果。随着工作面推采,基本顶周期破断引起地表裂缝向前不断扩展。地表裂缝宽度变化特征与裂缝两侧块体的复杂运动密切相关。研究成果对浅埋煤层开采区地表裂缝防治具有重要参考价值。 展开更多
关键词 浅埋煤层 开采损害 地表裂缝 数值模拟 红柳林煤矿
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基于疏水降压法井筒渗水模拟试验与应用研究 被引量:1
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作者 李昂 杨钧皓 +4 位作者 张文忠 李远谋 薛智轩 范六一 田胜祺 《煤炭科学技术》 北大核心 2025年第2期301-313,共13页
随着我国煤炭资源不断向深部开发,复杂的岩层赋存条件对井筒的建设和使用带来很大挑战。深部立井经常穿越多层含水层,顶板承压水造成的井壁渗水问题尤为严重,不仅威胁到矿井安全,还给传统的注浆治理方法带来挑战,如成本高、施工难度大... 随着我国煤炭资源不断向深部开发,复杂的岩层赋存条件对井筒的建设和使用带来很大挑战。深部立井经常穿越多层含水层,顶板承压水造成的井壁渗水问题尤为严重,不仅威胁到矿井安全,还给传统的注浆治理方法带来挑战,如成本高、施工难度大和渗漏重复等问题。为此基于疏水降压理论建立了一套可视化相似模拟试验平台,模拟了不同岩层、不同放水孔数条件下的井壁水压、放水孔流量变化,分析了放水孔流速与渗流规律、地下水降落漏斗形态发育规律以及渗流水压和井壁压力变化规律,并以彬长文家坡煤矿为例开展了现场疏放水试验。结果表明:出水口流速随管道通径增大而增大;双孔涌水流量相比单孔增幅较大,三孔涌水量增幅较小;距井越近水位降深越大,降落漏斗影响范围随放水孔数增加而增大,单层放水试验降落漏斗形状与降水孔保持对称状,漏斗底端呈现锥形。放水初期水压下降快,后期趋于稳定;将模拟试验结果应用于现场,通过在文家坡煤矿主副井之间打疏放水孔,进行单孔和双孔放水试验,单孔稳定涌水量为75 m^(3)/h、双孔稳定涌水量为175 m^(3)/h,试验显著降低了地下水位,并形成了最大降深达40 m的降落漏斗,现场实测与相似模拟试验结果较为吻合,验证了疏水降压治理方法的科学性和实际效果。研究成果有助于推动深部顶板承压含水层影响下井筒渗水防治技术的进步。 展开更多
关键词 含水层 井筒水害 相似模拟 降落漏斗 疏水降压法
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市政道路结构地下管线探测与力学特性数值模拟分析 被引量:2
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作者 芮勇勤 袁健玮 +1 位作者 金生吉 许立 《沈阳工业大学学报》 北大核心 2025年第1期106-113,共8页
【目的】随着人口增长和城市化进程的加快,城区规模不断扩大,城市地下工程建设不可避免地与既有运行管线产生交互。地下管线具备给水、雨污水处理、化石能源运输、有线电视信号传输、电能输送等功能,担负着水、电、信息和能量的供给与传... 【目的】随着人口增长和城市化进程的加快,城区规模不断扩大,城市地下工程建设不可避免地与既有运行管线产生交互。地下管线具备给水、雨污水处理、化石能源运输、有线电视信号传输、电能输送等功能,担负着水、电、信息和能量的供给与传输,被称为城市的“神经”和“血管”,更是稳定城市运行的“生命线”。管线的渗漏、破裂甚至引发路面塌陷,不仅严重影响交通,还为城市排水系统埋下重大安全隐患。每年各地需投入大量人力物力用于地下管线的探测与维护。【方法】针对市政道路中地下管线分布、损伤及渗漏的普遍问题,基于探地雷达技术,提出了一种地下管线探测方案。通过探测不同种类管线的数据,结合原理分析、试验和数值模拟验证,研究管线渗漏引发路面沉陷的机理。【结果】该方案基于探地雷达的探测原理,通过图谱特征识别方法获取地下管线的分布、埋深、管径、材质、管线内部介质以及空洞等参数。结合伪彩色电平图、灰色电平图及波形堆积图等信号数据,建立有限元模型,并对管线渗漏特性进行综合分析,从而研究揭示了渗漏发展的趋势及其对道路结构的损伤机理。【结论】研究表明,道路损伤受多因素影响,包括路面车辆荷载、管道内部压力、管道埋深和直径等。通过探地雷达反射图像的逆向分析,结合路面的病害动力固结数值模拟,可评估管线运行状况及受力特征,从而优化管线布置点位和材质,强化管线上部结构设计,加强路基的防沉陷保护,避免工后路面沉降开裂。研究建议通过调整受力点位置、扩大受力面积和避免应力集中,预防路基结构与管线的破损。本文基于探测数据与数值模拟,对比不同种类管线的变形特性,总结管线渗漏的作用规律,为后续地下工程的定向开挖和城市道路灾害的排查提供指导。 展开更多
关键词 市政道路结构 地下管线 地质雷达 探测 道路损伤 渗漏机理 力学特性 数值模拟
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黄土地区设诱导缝地铁车站地震响应特性研究
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作者 权登州 柴少波 +2 位作者 王玉铃 卜永红 王毅红 《地震工程学报》 北大核心 2025年第1期91-103,共13页
诱导缝已在我国地铁车站建设中广泛应用,但其地震响应规律尚不明确。以西安黄土地区地铁车站建设为背景,在前期研究基础上建立黄土场地-设诱导缝地铁车站动力相互作用三维数值模型,研究不同频谱特性及不同峰值加速度地震波作用下黄土场... 诱导缝已在我国地铁车站建设中广泛应用,但其地震响应规律尚不明确。以西安黄土地区地铁车站建设为背景,在前期研究基础上建立黄土场地-设诱导缝地铁车站动力相互作用三维数值模型,研究不同频谱特性及不同峰值加速度地震波作用下黄土场地中设诱导缝地铁车站的加速度响应和损伤演化过程。结果表明:(1)诱导缝同侧结构加速度反应基本一致,但其两侧结构的加速度反应有显著差异,质量较大一侧结构的峰值加速度较大;随着地震强度增大,土-结构动力相互作用更剧烈,地铁车站结构损伤程度不断加深,损伤范围逐渐扩大,且在低频成分丰富的地震波作用下其结构损伤更加严重;(2)诱导缝断面处结构损伤面积相对较大,容易出现局部破坏。研究结果将为黄土地区地铁\,地下结构诱导缝的地震响应进一步研究和工程设计提供参考。 展开更多
关键词 黄土地区 诱导缝 地铁车站 地震损伤 数值模拟
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基于GBDT的毁伤计算集群负载均衡方法
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作者 佘维 王世豪 +1 位作者 田钊 孔德锋 《火力与指挥控制》 北大核心 2025年第6期151-159,169,共10页
针对毁伤计算集群中计算资源分配不均衡问题,提出了一种基于梯度提升决策树(gradient boosting decision tree,GBDT)的毁伤计算集群负载均衡方法。采用GBDT算法建立毁伤仿真任务的执行时间预测模型,将毁伤计算任务分配给预测响应时间最... 针对毁伤计算集群中计算资源分配不均衡问题,提出了一种基于梯度提升决策树(gradient boosting decision tree,GBDT)的毁伤计算集群负载均衡方法。采用GBDT算法建立毁伤仿真任务的执行时间预测模型,将毁伤计算任务分配给预测响应时间最短的服务器节点,以达到毁伤计算集群中服务器节点之间负载均衡的目的。实验结果表明,相比其他负载均衡算法,结合该方法的毁伤计算集群,能够对毁伤集群中计算资源进行动态均衡地分配,且在批量执行毁伤任务时所耗费的时间最短。 展开更多
关键词 GBDT算法 负载均衡 毁伤仿真计算系统
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SV/P波斜入射下岩溶盾构隧道的地震响应和损伤研究
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作者 李明达 郎秋玲 +3 位作者 李艳朋 张以晨 孟康 周晶 《防灾减灾工程学报》 北大核心 2025年第4期796-806,共11页
为研究侧部岩溶空洞位于地震波传播路径隧道后方时,SV波、P波斜入射对隧道结构动力响应及损伤特征的影响。基于有限元软件实现了黏弹性人工边界和任意角度地震动的波动输入,并验证其准确性。分析了SV波、P波不同角度地震波入射下,隧道... 为研究侧部岩溶空洞位于地震波传播路径隧道后方时,SV波、P波斜入射对隧道结构动力响应及损伤特征的影响。基于有限元软件实现了黏弹性人工边界和任意角度地震动的波动输入,并验证其准确性。分析了SV波、P波不同角度地震波入射下,隧道结构的变形和应力分布特征,基于拉伸损伤因子与混凝土裂缝宽度的对应关系,提出了3种损伤状态,并比较了结构损伤演化过程和损伤特征。结果表明:随着入射角度的增大,结构变形和应力均增大,应力空间分布差异明显,且侧部岩溶空洞对近洞侧结构拉应力具有减弱效应。当SV波30°入射时,拱顶和拱底的拉应力是P波的1.96倍和3.07倍。当SV波30°,P波60°入射时,拱顶和拱底外表面均出现宽度大于0.2 mm的轴向裂缝。随着地震动持续作用,隧道损伤逐渐加重,最终在拱底出现局部损伤集中。侧部溶洞在一定程度上起到了消能减振的作用,但也加剧了结构的局部破坏。 展开更多
关键词 盾构隧道 岩溶溶洞 地震响应 损伤特征 数值模拟
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