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Investigation of Coulomb stress changes in south Tibet(central Himalayas) due to the 25th April 2015 M_W 7.8 Nepal earthquake using a Coulomb stress transfer model
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作者 Xu Cheng Guojie Meng 《Earthquake Science》 CSCD 2016年第5期271-279,共9页
After Mw 7.8 Nepal earthquake occurred, the rearrangement of stresses in the crust commonly leads to subsequent damaging earthquakes. We present the calculations of the coseismic stress changes that resulted from the ... After Mw 7.8 Nepal earthquake occurred, the rearrangement of stresses in the crust commonly leads to subsequent damaging earthquakes. We present the calculations of the coseismic stress changes that resulted from the 25th April event using models of regional faults designed according to south Tibet-Nepal structure, and show that some indicative significant stress increases. We calculate static stress changes caused by the displacement of a fault on which dislocations happen and an earthquake occurs. A Mw 7.3 earthquake broke on 12 May at a distance of - 130 km SEE of the Mw 7.8 earthquake, whose focus roughly located on high Coulomb stress change (CSC) site. Aftershocks (first 15 days after the mainshock) are associated with stress increase zone caused by the main rupture. We set receiver faults with specified strikes, dips, and rakes, on which the stresses imparted by the source fault are resolved. Four group normal faults to the north of the Nepal earthquake seismogenic fault were set as receiver faults and variant results followed. We provide a discussion on Coulomb stress transfer for the seismogenic fault, which is useful to identify potential future rupture zones. 展开更多
关键词 Coulomb stress changes Elastic model stress transfer Earthquake risk Nepal earthquake
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Dynamic changes of behaviors, dentate gyrus neurogenesis and hippocampal miR-124 expression in rats with depression induced by chronic unpredictable mild stress 被引量:13
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作者 Yun-Ling Huang Ning-Xi Zeng +5 位作者 Jie Chen Jie Niu Wu-Long Luo Ping Liu Can Yan Li-Li Wu 《Neural Regeneration Research》 SCIE CAS CSCD 2020年第6期1150-1159,共10页
The depression-like behavior phenotype,neurogenesis in the dentate gyrus and miR-124 expression in the hippocampus are the focus of current research on the pathogenesis of depression and antidepressant therapy.The pre... The depression-like behavior phenotype,neurogenesis in the dentate gyrus and miR-124 expression in the hippocampus are the focus of current research on the pathogenesis of depression and antidepressant therapy.The present study aimed to clarify the dynamic changes of depression-like behavior,dentate gyrus neurogenesis and hippocampal miR-124 expression during depression induced by chronic stress to reveal pathological features at different stages of depression and to further provide insight into depression treatment.Chronic unpredictable mild stress depression models were established by exposing Sprague-Dawley rats to various mild stressors,including white noise,thermal swimming,stroboscopic illumination,soiled cages,pairing with three other stressed animals,cold swimming,tail pinch,restraint and water and food deprivation.Chronic unpredictable mild stress model rats underwent dynamic observation from 1 to 8 weeks and were compared with a control group(normal feeding without any stressors).To observe changes in the depression-like behavior phenotype during chronic unpredictable mild stress-induced depression,a sucrose preference test was used to evaluate the degree of anhedonia.An open-field test was used to evaluate locomotor activity and anxiety status.Compared with the control group,chronic unpredictable mild stress rats lost weight but did not have a depression-like behavioral phenotype at 1-4 weeks.Chronic unpredictable mild stress rats presented decreased sucrose preference and locomotor activity at 5-8 weeks.In addition,chronic unpredictable mild stress rats did not have significant anxiety-like behavior during 1-8 weeks of modeling.To observe neurogenesis dysfunctions and changes in neuronal number in the dentate gyrus during chronic unpredictable mild stress-induced depression,markers(DCX and DCX/BrdU)of neural proliferation and differentiation and the neuronal marker NeuN were assessed by immunofluorescence.Compared with the control group,neurogenesis and the neuronal number in the dentate gyrus did not change from 2 to 6 weeks;however,neural proliferation and differentiation in the dentate gyrus decreased,and the number of neurons decreased until the eighth week in the chronic unpredictable mild stress group.Real-time quantitative reverse transcription polymerase chain reaction assays and fluorescence in situ hybridization were used to measure the expression of hippocampal miR-124 during chronic unpredictable mild stress-induced depression.The results showed that the expression of hippocampal miR-124 was unchanged during the first 4 weeks but increased from 5 to 6 weeks and decreased from 7 to 8 weeks compared with the control group.These findings indicate that during chronic unpredictable mild stress-induced depression,the behavioral phenotype,miR-124 expression in the hippocampus,neurogenesis in the dentate gyrus and neuronal numbers showed dynamic changes,which suggested that various pathological changes occur at different stages of depression.All experimental procedures and protocols were approved by the Experimental Animal Ethics Committee of Guangzhou University of Chinese Medicine of China in March 2015. 展开更多
关键词 chronic unpredictable MILD stress model continuous observation DEPRESSION depression-like behavior dynamic changes hippocampus miR-124 NEUROGENESIS DYSFUNCTION NEURONAL loss
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Finite element simulation of stress change for the M_(S)7.4 Madoi earthquake and implications for regional seismic hazards 被引量:1
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作者 Lei Liu Yujiang Li +1 位作者 Lingyun Ji Liangyu Zhu 《Earthquake Research Advances》 CSCD 2022年第2期59-66,共8页
On May 22,2021,the M_(S)7.4 earthquake occurred in Madoi County,Qinghai Province;it was another strong event that occurred within the Bayan Har block after the Dari M_(S)7.7 earthquake in 1947.An earthquake is bound t... On May 22,2021,the M_(S)7.4 earthquake occurred in Madoi County,Qinghai Province;it was another strong event that occurred within the Bayan Har block after the Dari M_(S)7.7 earthquake in 1947.An earthquake is bound to cast stress to the surrounding faults,thus affecting the regional seismic hazard.To understand these issues,a three-dimensional viscoelastic finite element model of the eastern Bayan Har block and its adjacent areas was constructed.Based on the co-seismic rupture model of the Madoi earthquake,we analyzed the co-and postseismic Coulomb stress change caused by the Madoi earthquake on the surrounding major faults.The results show that the Madoi earthquake caused significant co-seismic stress increases in the Tuosuo Lake and Maqin-Maqu segments of the East Kunlun fault(>10 kPa),which exceeded the proposed threshold of stress triggering.By integrating the accumulation rate of the inter-seismic tectonic stress,we conclude that the Madoi earthquake caused future strong earthquakes in the Tuosuo Lake and Maqin-Maqu segments of the East Kunlun fault to advance by 55.6-623 and 24.7-123 a,respectively.Combined with the influence of the Madoi earthquake and the elapsed time of the last strong earthquake,these two segments have approached or even exceeded the recurrence interval of the fault prescribed by previous research.In the future,it is necessary to focus greater attention on the seismic hazard of the Maqin-Maqu and Tuosuo Lake segments.This study provides a mechanical reference to understand the seismic hazard of the East Kunlun fault in the future,particularly to determine the seismic potential region. 展开更多
关键词 Madoi earthquake Bayan Har block Coulomb stress change Finite element model Seismic hazard
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Co-seismic Coulomb stress changes on the northern Tanlu fault zone caused by the Tohoku-Oki M_(W)9.0 earthquake 被引量:1
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作者 Fei Chen Tai Liu +2 位作者 Yawen She Xing Huang Guangyu Fu 《Earthquake Science》 2020年第1期11-22,共12页
Based on the spherical earth dislocation theory and a fault slip model of the Tohoku-Oki M_(W)9.0 earthquake,the co-seismic Coulomb failure stress changes(ΔCFS)on the northern Tanlu fault zone at depths of 0–40 km a... Based on the spherical earth dislocation theory and a fault slip model of the Tohoku-Oki M_(W)9.0 earthquake,the co-seismic Coulomb failure stress changes(ΔCFS)on the northern Tanlu fault zone at depths of 0–40 km are calculated.By comparing two sets of results from the spherical earth dislocation theory and the semi-infinite space one,the effect of earth curvature on the calculation results is analyzed quantitatively.First,we systematically summarize previous researches related to the northern Tanlu fault zone,divide the fault zone as detailed as possible,give the geometric parameters of each segment,and establish a segmented structural model of the northern Tanlu fault zone.Second,we calculate the Coulomb stress changes on the northern Tanlu fault zone by using the spherical earth dislocation theory.The result shows the Coulomb stress changes are no more than 0.003 MPa,which proves the great earthquake did not significantly change the stress state of the fault zone.Finally,we quantitatively analyze the disparities between the results of semi-infinite space dislocation theory and the spherical earth one.The average disparity between them is about 7.7%on the northern Tanlu fault zone and is 16.8%on the Fangzheng graben,the maximum disparity on this graben reaches up to 25.5%.It indicates that the effect of earth curvature can not be ignored.So it’s necessary to use the spherical earth dislocation theory instead of the semi-infinite space one to study the Coulomb stress change in the far field. 展开更多
关键词 the northern Tanlu fault zone segmented structural model spherical earth dislocation theory the Tohoku-Oki M_(W)9.0 earthquake co-seismic Coulomb stress change(△CFS)
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On Estimating Magnitude of a Maximum Sequent Earthquake by Viscoelastic Coulomb Stress Change and a Discussion of the Relationship between the M_S7.3 Earthquakes in Yutian 2008 and 2014
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作者 Chen Yanan Jiang Haikun 《Earthquake Research in China》 CSCD 2015年第4期434-451,共18页
On the basis of the previous studies of the layered crustal model in the Yutian area,combined with the field GPS continuous observation data,we roughly estimate the viscous coefficient of each layer. With the viscoela... On the basis of the previous studies of the layered crustal model in the Yutian area,combined with the field GPS continuous observation data,we roughly estimate the viscous coefficient of each layer. With the viscoelastic horizontal layer model,we calculate the viscoelastic co-seismic Coulomb stress change caused by the Yutian M_S7. 3 earthquakes 2008 and 2014 respectively. Based on the Coulomb stress change,using the calculation method of "direct "aftershock frequency,we come up with the theoretical earthquake frequency directly related to the mainshock and the co-seismic Coulomb stress change in the study area. Then we put forward a method,based on the comparison of theoretical and actual earthquake frequency or the comparison between theoretical and practical earthquake frequency-distance decay curve fitting residuals,to estimate the magnitude of a maximum sequent earthquake,directly related to the mainshock co-seismic Coulomb stress change. Results calculated by different methods show that the maximum follow-up earthquake magnitude caused by the coseismic Coulomb stress change lies from M_S7. 2 to M_S7. 5 following Yutian M_S7. 3 earthquake in 2008; but that of the 2014 Yutian M_S7. 3 earthquake is M_S6. 3. The former is very close to the Yutian M_S7. 3 earthquake in 2014.Because of the same magnitude,relatively close spatial distance,short time interval,the same region of the external force,the strong correlation between two seismic tectonic and a clear stress interaction,we thus consider that the two Yutian M_S7. 3 earthquakes in 2008 and 2014 constitute a pair of generalized double shock type earthquake. This is consistent with the sequence type characteristic of past "double shock"earthquakes in the region. In this paper,the influence of the magnitude lower limit and the b-value in the relationship of G-R on the results is discussed. As a result,when the viscoelastic coseismic Coulomb stress variation is determined,the lower limit of magnitude has little effect on the maximum sequent earthquake magnitude estimation,but b-value of G-R has a greater impact on the results. 展开更多
关键词 The Yutian MS7.3 earthquake in 2008 The Yutian MS7.3 earthquake in 2014 Viscoelastic medium horizontal layered model Viscosity coefficient Viscoelasticity coseismic Coulomb stress changes Maximum sequent earthquake magnitude
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Numerical modeling of tectonic stress field and fault activity in North China 被引量:2
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作者 Li Yan Chen Lianwang Zhan Zimin 《Geodesy and Geodynamics》 2012年第1期63-70,共8页
On the basis of a 3-dimension visco-elastic finite element model of lithosphere in North China, we numerically simulate the recent mutative figures of tectonic stress field. Annual change characteristics of stress fie... On the basis of a 3-dimension visco-elastic finite element model of lithosphere in North China, we numerically simulate the recent mutative figures of tectonic stress field. Annual change characteristics of stress field are: 1 ) Maximum principal tensile stress is about 3 -9 kPaa-1 and its azimuth lie in NNW-SSE. 2) Maximum principal compressive stress is about 1 - 6 kPaa-1 and its azimuth lie in NEE-SWW. 3 ) Maximum principal tensile stress is higher both in the west region and Liaoning Province. 4) Variation of tectonic stress field benefits fault movement in the west part and northeast part of North China. 5 )Annual accumulative rates of Coulomb fracture stress in Tanlu fault belt have segmentation patterns: Jiashan-Guangji segment is the high- est (6 kPaa - 1 ) , Anshan-Liaodongwan segment is the second (5 kPaa - l ) , and others are relatively lower ( 3 - 4 kPaa-1 ). 展开更多
关键词 North China tectonic stress field numerical modeling annual change characteristics active fault
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基于Duncan-Chang模型的地基沉降分层总和分析方法探讨 被引量:22
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作者 曹文贵 邓湘君 张超 《岩土工程学报》 EI CAS CSCD 北大核心 2013年第4期643-649,共7页
地基沉降分析方法是土力学研究的重要内容。该文在地基沉降变形力学机理研究基础上,首先考虑埋深或初始地应力即先期固结应力对地基土变形模量的影响,并将其区分为初始地应力的体积应力和偏应力影响两部分,引进分级加载思想,建立出不同... 地基沉降分析方法是土力学研究的重要内容。该文在地基沉降变形力学机理研究基础上,首先考虑埋深或初始地应力即先期固结应力对地基土变形模量的影响,并将其区分为初始地应力的体积应力和偏应力影响两部分,引进分级加载思想,建立出不同埋深地基土变形模量的确定方法;其次,将地基沉降区分为附加体积应力和附加偏应力引起的沉降两部分,建立出地基沉降分析计算模型;然后,考虑地基变形的非线性变化特征,引进增量分析方法、虎克定律和Duncan-Chang模型,建立出附加体积应力和附加偏应力引起的地基压缩层变形的分析方法,并利用地基沉降分层总和法分析原理,建立出基于Duncan-Chang模型的地基沉降分析新方法。该方法不仅可以反映初始地应力和附加应力对地基土变形模量的影响,而且,可避免地基土压缩试验曲线和地基静载试验曲线的使用;最后,通过工程实例计算与分析,并与实测沉降值和现有分析方法的计算结果进行比较,表明了该方法可以满足工程计算精度要求,具有一定的合理性与可行性。 展开更多
关键词 地基 沉降 分层总和法 Duncan—chang模型 分级加载 体积应力 偏应力 变形模量
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人类活动胁迫下野生动物生境变迁研究——以中国仰鼻猴为例
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作者 秦淑洁 钱天陆 +2 位作者 李思青 吴朝宁 王结臣 《生态学报》 CAS CSCD 北大核心 2024年第13期5735-5745,共11页
人类活动是威胁当今世界生物多样性的重要因素之一,越来越多的“难民物种”受人类活动干扰被限制在了次优的栖息地。以我国受威胁情况较为严重的珍稀物种仰鼻猴为例,基于地形变量、人类活动变量、气候变量及古今分布点(历史时期:20世纪... 人类活动是威胁当今世界生物多样性的重要因素之一,越来越多的“难民物种”受人类活动干扰被限制在了次优的栖息地。以我国受威胁情况较为严重的珍稀物种仰鼻猴为例,基于地形变量、人类活动变量、气候变量及古今分布点(历史时期:20世纪前;现今时期:20世纪至今)数据,利用MaxEnt模型对其古今生境开展预测,结果表明:古今以来,人类活动导致仰鼻猴丧失了我国东部921756km^(2)的适宜生境,保留适生区内的生境质量下降,新增适生区分散且破碎,仰鼻猴重新适应了历史时期的次适生区甚至不适生区。古今以来,仰鼻猴对气候变量适应能力的改变远小于对地形变量,与可以自由选择适宜生境时相比,现今时期的仰鼻猴生境内的海拔更高、地形起伏度更大,最冷月最低温以及年度气温变化的适宜范围相比更窄,仰鼻猴提高了对多种环境因素的适应能力,但同时对环境变化的敏感度升高,并面临着种群隔离度增加等风险,已无法占据最佳生态位。建议关注现有适宜生境附近的人类活动强度,尽可能减少与仰鼻猴产生空间或资源的竞争,加强对该物种的保护。 展开更多
关键词 仰鼻猴 MaxEnt模型 人类活动胁迫 生境变迁 环境适应
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构造转换区强震间相互作用机制的数值模拟研究:以2008—2020年4次M_(S)>6.0于田地震为例
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作者 刘雷 李玉江 季灵运 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2024年第1期156-171,共16页
2008年于田M_(S)7.3地震后,阿尔金断裂带西南段的构造转换区内接连发生了2012年M_(S)6.2、2014年M_(S)7.3和2020年M_(S)6.4等强震.研究强震间相互作用对于理解强震的发震机制具有重要意义.本文通过构建阿尔金断裂西南段及邻区三维黏弹... 2008年于田M_(S)7.3地震后,阿尔金断裂带西南段的构造转换区内接连发生了2012年M_(S)6.2、2014年M_(S)7.3和2020年M_(S)6.4等强震.研究强震间相互作用对于理解强震的发震机制具有重要意义.本文通过构建阿尔金断裂西南段及邻区三维黏弹性有限元模型,以强震同震滑动模型为约束,综合同震位错与震后黏弹性松弛效应的影响,研究4次强震间相互作用以及强震发生所引起的区域内断裂库仑应力变化.计算结果表明:考虑同震和震后效应的共同作用,后续3次地震发生前震源处库仑应力变化分别为-1.89×10~4 Pa、3.63×10~4 Pa和1.04×10~4 Pa,表明2008年于田地震延迟了2012年于田地震的发生,2008和2012年于田地震共同触发了2014年于田地震的发生,而前3次地震同样触发了2020年于田地震的发生.从不同构造部位强震间相互作用的结果来看,阿尔金断裂西南段尾端张性区内发生的正断型强震,对区域内北东向断层上的左旋走滑型强震有加载效应,造成强震的提前发生,同时也会延迟尾端张性区内近南北向的断层上正断型强震的发生.综合分析认为,阿尔金断裂和郭扎措断裂西段应力显著增加(>1.0×10~5 Pa),未来发生强震的可能性很高,需要重点关注. 展开更多
关键词 于田地震 同震滑动分布 有限元模拟 库仑应力变化 地震危险性
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不同含水率条件下含瓦斯煤改进邓肯-张模型 被引量:1
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作者 高霞 刘洪 +2 位作者 陈港庆 张保勇 吴强 《煤矿安全》 CAS 北大核心 2024年第1期22-27,共6页
为建立能够合理反映含瓦斯煤在不同含水率和围压工况下的力学特性模型,首先基于已有的含瓦斯煤常规三轴试验,分析其在不同围压和含水率条件下应力-应变特性;其次结合邓肯-张模型与Janbu公式得到相关的邓肯-张模型参数;然后建立初始弹性... 为建立能够合理反映含瓦斯煤在不同含水率和围压工况下的力学特性模型,首先基于已有的含瓦斯煤常规三轴试验,分析其在不同围压和含水率条件下应力-应变特性;其次结合邓肯-张模型与Janbu公式得到相关的邓肯-张模型参数;然后建立初始弹性模量、破坏应力与各影响因素的拟合公式,构建能表征不同应力水平下含瓦斯煤变形规律的改进邓肯-张模型;最后对修正后的模型进行验证,对模型精度进行评价。结果表明:含水率的增加是引起含瓦斯煤模型参数动态变化的重要原因;提出的改进模型预测曲线与实际的试验曲线具有良好的吻合度,该修正模型可以准确反应不同围压和含水率下含瓦斯煤的应力应变特性。 展开更多
关键词 含瓦斯煤 煤变形规律 邓肯-张模型 Janbu公式 修正模型 煤应力应变特性
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The Impacts of Climate Change and Human Activities on Cropland Net Primary Productivity in Bangladesh,India and Myanmar
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作者 WANG Chunyu WANG Junbang 《Journal of Resources and Ecology》 CSCD 2024年第4期814-825,共12页
Under global change and climate variations,determining the impacts of climate change and human activities on cropland net primary productivity(NPP)in Bangladesh,India and Myanmar(BIM)is of great significance for ident... Under global change and climate variations,determining the impacts of climate change and human activities on cropland net primary productivity(NPP)in Bangladesh,India and Myanmar(BIM)is of great significance for identifying yield-limiting factors,making adaptive agricultural management plans,and improving yields.Based on the GLOPEM-CEVSA model,through an integration of remote sensing data and LAI simulation,we investigated the impacts and spatiotemporal changes of water and human activities on BIM from 1982 to 2015.Three types of cropland NPPs were considered:actual NPP(NPPA),NPP affected by temperature and water(NPPWT),and NPP only affected by temperature(NPPT).Our analysis revealed that the water factor plays a predominant role in determining the NPP level in the BIM.Temperature variability was found to be conducive to NPPT,exhibiting an increasing trend of 10.66 g C m^(-2) yr^(-1).However,this trend was partially offset by precipitation variability,resulting in a net increase of 0.96 g C m^(-2) yr^(-1).In comparing temperature-driven NPP to temperature and water-driven NPP,water stress caused NPPT to decrease by 65.46% compared to NPPWT for the entire region.Cropland NPP in northwestern India and the central Deccan Plateau were significantly affected by water stress.Moreover,the influence of water on NPP in the BIM exhibited a substantial upward trend from 1982 to 2015,with Myanmar experiencing the most significant increase.The gap between NPPWT and NPPA in BIM demonstrated a notable decreasing trend during the same period,underscoring the positive impact of human activities on NPP.Inferences drawn from our findings suggest that with the implementation of rational and efficient crop management practices,there is a 36.80% potential improvement in NPPA compared to NPPWT in the BIM region,with India and Myanmar showing potential increases of 39.20% and 38.29%,respectively.These insights provide guidance for practical measures aimed at water resource management to enhance cropland productivity in the BIM,and they present a methodology for quantifying the effects of climatic changes and human activities at a regional scale. 展开更多
关键词 NPP climate change human activities water stress GLOPEM-CEVSA model BANGLADESH INDIA Myanmar
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某高面板堆石坝设计与研究
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作者 龚欣傲 叶澜涛 +1 位作者 孙书洪 李淼 《科学技术创新》 2024年第19期180-184,共5页
混凝土面板堆石坝是一种安全经济的坝型,对地形、地质和气候条件有广泛的适用性,在世界范围内得到了广泛的应用,近几十年来得到迅速的发展。本文对某高面板堆石坝进行了设计,采用邓肯张e-b模型,使用通用岩土分析软件MIDAS GTS NX软件对... 混凝土面板堆石坝是一种安全经济的坝型,对地形、地质和气候条件有广泛的适用性,在世界范围内得到了广泛的应用,近几十年来得到迅速的发展。本文对某高面板堆石坝进行了设计,采用邓肯张e-b模型,使用通用岩土分析软件MIDAS GTS NX软件对大坝建立了三维模型,拟定三种参数方案,对面板堆石坝的应力与变形进行了分析,确定了最优参数方案,得到了大坝在竣工期及蓄水期的应力与变形,分析结果对工程设计优化、类似工程借鉴、保证工程安全具有一定的参考价值。 展开更多
关键词 高面板堆石坝 有限元分析 应力变形分析 邓肯张e-b模型
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软岩筑坝技术在某面板堆石坝的应用研究
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作者 龚欣傲 叶澜涛 +1 位作者 孙书洪 李淼 《科学技术创新》 2024年第21期187-190,共4页
本文采用邓肯张e-b模型,使用通用岩土分析软件MIDAS GTS NX软件对大坝建立了三维模型,设计四种不同分区使用软岩的方案,分别为主体、主堆石区、次堆石区以及次堆石区510~610 m高程部分使用软岩,并对四种方案下面板堆石坝的应力与变形进... 本文采用邓肯张e-b模型,使用通用岩土分析软件MIDAS GTS NX软件对大坝建立了三维模型,设计四种不同分区使用软岩的方案,分别为主体、主堆石区、次堆石区以及次堆石区510~610 m高程部分使用软岩,并对四种方案下面板堆石坝的应力与变形进行了分析。得到以下结论:采用软岩的大坝应力与变形分布规律与传统堆石料类似,在次堆石区部分部位使用软岩可以大大降低大坝的应力与变形,软岩用于高面板坝坝体填筑是安全可行的。分析结果对工程设计优化、类似工程借鉴、保证工程安全具有一定的参考价值。 展开更多
关键词 高面板堆石坝 软岩 有限元分析 应力变形分析 邓肯张e-b模型
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冻结钙质黏土力学特性及修正邓肯-张模型的研究
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作者 汤海东 姚兆明 《山西建筑》 2024年第18期77-79,共3页
淮南地区分布着广泛的钙质黏土地层,是冻结法施工的重难点,建立合适的力学模型是解决冻结壁设计的关键。以淮南地区钙质黏土为研究对象,进行不同含水率和温度下的单轴抗压试验,得到其应力-应变曲线。基于试验结果,建立描述钙质黏土的修... 淮南地区分布着广泛的钙质黏土地层,是冻结法施工的重难点,建立合适的力学模型是解决冻结壁设计的关键。以淮南地区钙质黏土为研究对象,进行不同含水率和温度下的单轴抗压试验,得到其应力-应变曲线。基于试验结果,建立描述钙质黏土的修正邓肯-张模型,将修正的邓肯-张模型进行简化、确定参数,并对曲线进行验证,结果表明:在较低含水率下冻结钙质黏土的应力-应变曲线呈现应变软化的趋势,其强度随着温度降低、含水率增大而增大;通过对比修正邓肯-张模型的计算值和试验值,表明所建立的模型能够很好地描述冻结钙质黏土应力-应变曲线的规律。模型的参数较少,易确定,可以为工程实际提供一定的理论依据。 展开更多
关键词 钙质黏土 修正邓肯-张模型 应力-应变曲线 应变软化
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海口灵山红粘土改进Duncun-Chang模型研究 被引量:2
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作者 李光范 夏小兵 杨舒 《路基工程》 2011年第4期104-106,109,共4页
以海口灵山红粘土为研究对象,通过对红粘土进行σ3定值CU与CD试验,利用获得的试验数据进行传统Duncun-Chang模型及改进Duncun-Chang模型参数的标定,并分别对两模型进行实测值与预测值的对比,结果证明,改进Duncun-Chang模型能更好地反映... 以海口灵山红粘土为研究对象,通过对红粘土进行σ3定值CU与CD试验,利用获得的试验数据进行传统Duncun-Chang模型及改进Duncun-Chang模型参数的标定,并分别对两模型进行实测值与预测值的对比,结果证明,改进Duncun-Chang模型能更好地反映海口灵山红粘土的应力应变关系。 展开更多
关键词 红粘土 改进Duncun-chang模型 Duncun-chang模型 应力应变关系
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2023年8月6日山东德州平原M 5.5地震同震变形及地震活动性变化数值模拟
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作者 孟秋 王子韬 张怀 《地质学报》 EI CAS CSCD 北大核心 2024年第7期2101-2109,共9页
2023年8月6日,山东省德州市平原县发生M 5.5地震,造成了严重的经济损失,打破了山东省近40年未发生M≥5.0地震的平静期。平原地震震中区域人口稠密,经济发展迅速,其引起的区域地震活动性变化与未来强震发生的可能性是社会关注的热点。本... 2023年8月6日,山东省德州市平原县发生M 5.5地震,造成了严重的经济损失,打破了山东省近40年未发生M≥5.0地震的平静期。平原地震震中区域人口稠密,经济发展迅速,其引起的区域地震活动性变化与未来强震发生的可能性是社会关注的热点。本文通过有限元数值模拟方法,建立三维模型研究震中孕震环境及其邻区同震形变应力场,利用假定破裂模型模拟地震同震位错,根据库仑应力变化理论探究周围区域地震活动性变化。结果表明,本次地震主要形变集中于发震断层10 km范围内,震中位置库仑应力下降超过500 kPa,未来短期内强震发生概率不大。平原地震对附近地震活动性造成了一定影响,可能促进了北部走滑型中小震活动,抑制了西侧正断型地震的发生。对于华北平原及邻近断层地震活动性变化仍需要更长时间地震数据和更深入的研究工作。 展开更多
关键词 平原地震 地震活动性 库仑应力变化 有限元数值模拟
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2021年5月22日青海玛多M_(S)7.4地震同震变形的数值模拟及其动力学启示
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作者 孟思晨 孟秋 +1 位作者 陈启志 胡才博 《中国科学院大学学报(中英文)》 CSCD 北大核心 2024年第1期70-80,共11页
2021年5月22日青海玛多M_(S)7.4地震是近年来唯一一次发生在巴颜喀拉块体内部的强震,其同震变形及应力调整受到很多学者的高度关注。采用分裂节点技术研发了一套研究大地震同震变形的三维并行弹性有限元程序,并使用弹性地震位错模型的... 2021年5月22日青海玛多M_(S)7.4地震是近年来唯一一次发生在巴颜喀拉块体内部的强震,其同震变形及应力调整受到很多学者的高度关注。采用分裂节点技术研发了一套研究大地震同震变形的三维并行弹性有限元程序,并使用弹性地震位错模型的解析解验证该程序的正确性和有效性。在此基础上,研究2021年5月22日青海玛多M_(S)7.4地震同震变形及研究区域主要断层上的同震库仑应力变化,结果表明:计算得到的地表同震变形与不同大地测量数据和有限断层模型反演得到的结果一致,显示该地震主要为左旋走滑断层,有部分正断层分量;9~11 km深度范围内除主震断层带两侧大于1.0级的余震基本位于10 km深度水平面内平行于主震的库仑应力变化大于零的区域;玛多地震引起不同断裂带上的库仑应力变化的分布是不均匀的,其中鄂拉山断裂南段、昆中断裂东段、东昆仑断裂带的大部分(除中部靠西的小部分外)、玛多—甘德断裂北西段、南东段及主震震中附近、达日断裂带北西段库仑应力增加明显,地震危险性提高,需要密切关注。 展开更多
关键词 玛多地震 同震变形 有限元 库仑应力变化 地震危险性
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麦秸秆加筋石灰土的应力应变和Duncan-Chang模型参数研究
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作者 李敏 柴寿喜 +1 位作者 杜红普 魏丽 《河北工业大学学报》 CAS 北大核心 2011年第1期87-92,共6页
为增强石灰固化滨海盐渍土的抗变形能力,提出了麦秸秆加筋辅助处理的设想.考虑Duncan-Chang双曲线模型能较好地反映土的非线性特征,将Duncan-Chang模型和三轴压缩试验结果相结合,以加筋长度、质量加筋率、养护时间和围压为影响因素,探... 为增强石灰固化滨海盐渍土的抗变形能力,提出了麦秸秆加筋辅助处理的设想.考虑Duncan-Chang双曲线模型能较好地反映土的非线性特征,将Duncan-Chang模型和三轴压缩试验结果相结合,以加筋长度、质量加筋率、养护时间和围压为影响因素,探讨了不同条件下麦秸秆加筋石灰土的应力应变特性和相关模型参数.试验结果表明:1)养护初期,麦秸秆加筋石灰土和石灰土的应力应变曲线均表现为应变硬化型.养护21 d时,石灰土在4个围压下呈应变软化型,而麦秸秆加筋石灰土仅在100kPa围压下表现为应变软化型,在其他围压下依旧为应变硬化型.2)麦秸秆加筋石灰土的峰值主应力差和破坏应变均大于石灰土的,采用麦秸秆加筋可有效地提高石灰土的强度和抗变形能力.3)麦秸秆加筋石灰土在4个围压下的应力应变曲线的间距小于石灰土的,加筋技术更适用于在较低围压下改善土的强度和抗变形能力.4)麦秸秆加筋石灰土的强度增幅与加筋条件有关,对于直径61.8mm试样,圆柱形麦秸秆的适宜加筋长度和质量加筋率分别为20mm和0.25%.5)Duncan-Chang模型可较好的反映石灰土和麦秸秆加筋石灰土的应力应变的非线性特征.研究结果对实际工程中合理选择麦秸秆的加筋条件具有指导作用. 展开更多
关键词 应力应变 DUNCAN-chang模型 加筋条件 加筋土 麦秸秆 石灰土 盐渍土
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基于修正邓肯-张模型的沥青混凝土坝体应力变形分析
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作者 李顺 《江苏工程职业技术学院学报》 2024年第2期6-14,共9页
邓肯-张模型在平面应变状态和轴对称状态下的计算结果存在差异。为科学合理地评估沥青混凝土坝体在施工过程中的应力与变形规律,依据平面应变状态和轴对称状态下内摩擦角的参数转换关系,通过将轴对称状态的参数值修正为平面应力状态的... 邓肯-张模型在平面应变状态和轴对称状态下的计算结果存在差异。为科学合理地评估沥青混凝土坝体在施工过程中的应力与变形规律,依据平面应变状态和轴对称状态下内摩擦角的参数转换关系,通过将轴对称状态的参数值修正为平面应力状态的参数值对邓肯-张模型进行修正,用修正后的模型进行分析。以沥青混凝土心墙坝为例,分析坝体心墙、过渡层和堆石区应力与变形在两种状态下的差异。结果表明,心墙大主应力沿高度方向分布呈底部剧降、中部缓降和顶部增大,靠近上下游侧的大小主应力分布特征相似,差异不显著;中心轴的主应力分布显著小于两侧,内部存在应力梯度,但未产生显著性的水平位移。在坝体中下部,平面应变的大主应力大于轴对称,前者的水平位移小于后者。在心墙坝填筑竣工后,心墙和过渡层大、小主应力变化较为剧烈,平面应变状态下计算出的主应力大于轴对称状态下计算出的主应力,在上下游堆石区内主应力变化较为平滑。 展开更多
关键词 沥青混凝土 邓肯-张模型 应力变形 平面应变
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Three-dimensional modeling and reconstructive change of residual stress during machining process of milling, polishing, heat treatment, vibratory finishing, and shot peening of fan blade 被引量:2
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作者 Ji-Yin Zhang Chang-Feng Yao +2 位作者 Min-Chao Cui Liang Tan Yun-Qi Sun 《Advances in Manufacturing》 SCIE EI CAS CSCD 2021年第3期430-445,共16页
Residual stress during the machining process has always been a research hotspot,especially for aero-engine blades.The three-dimensional modeling and reconstructive laws of residual stress among various processes in th... Residual stress during the machining process has always been a research hotspot,especially for aero-engine blades.The three-dimensional modeling and reconstructive laws of residual stress among various processes in the machining process of the fan blade is studied in this paper.The fan blades of Ti-6Al-4V are targeted for milling,polishing,heat treatment,vibratory finishing,and shot peening.The surface and subsurface residual stress after each process is measured by the X-ray diffraction method.The distribution of the surface and subsurface residual stress is analyzed.The Rational Taylor surface function and cosine decay function are used to fit the characteristic function of the residual stress distribution,and the empirical formula with high fitting accuracy is obtained.The value and distribution of surface and subsurface residual stress vary greatly due to different processing techniques.The reconstructive change of the surface and subsurface residual stress of the blade in each process intuitively shows the change of the residual stress between the processes,which has a high reference significance for the research on the residual stress of the blade processing and the optimization of the entire blade process. 展开更多
关键词 Fan blade Machining process Surface residual stress Subsurface residual stress Three-dimensional modeling Reconstructive change
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