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The structure of the plant communities in the different environment contact sites on the base of the soil-geobotanic profiling in the changing climate of Lake Baikal region 被引量:1
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作者 Alexander Sizykh Victor Voronin +1 位作者 Alexander Griczenuk Svetlana Sizykh 《Natural Science》 2012年第10期771-777,共7页
The results of studies of the peculiarities of formation of phytocenoses in environments contact sites of the western and eastern coasts of the Lake Baikal has been showed in this paper. On the base of geobotanic prof... The results of studies of the peculiarities of formation of phytocenoses in environments contact sites of the western and eastern coasts of the Lake Baikal has been showed in this paper. On the base of geobotanic profiling combined with soil one, the structure and dynamics of phytocenoses forming under the conditions of mutual development of light-coniferous taiga forest and of extra zonal steppes. Edaphic conditions and placement of phytocenoses are main trigger factors determining the ways of plant cover development in this part of Lake Baikal basin. We discuss the characteristics properties inherent in the linkage of the dynamics and spatial variability of the vegetation with the change of climate in the Baikal region. The regional conditions of the physiogeographic environment had given rise to structurally highly contrasting plant communities in this region. The increase in yearly mean summertime amounts of rainfall, combined with the rise of yearly mean winter temperatures over the last years were conducive to changes in the spatial structure of vegetation. The boundary between the types of vegetation undergoes smoothing. The upper boundary of forest is altered because of changes of the environment that are responsible for the zonality and properties of vertical zonality of the vegetation on the mountains surrounding Lake Baikal. Changes in the vegetation serve as indicators of climate change as well as providing diagnostic tools for the genesis of the Baikal region’s natural environment. 展开更多
关键词 Phytocenoses Environments contact Sites soil-Geobotanic PROFILING Spatial Variability of Plant COMMUNITIES Taiga-Steppe COMMUNITIES Lake BAIKAL REGION
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Atrazine Adsorption Behavior on a Fluvo-Aquic Soil as Influenced by Contact Periods 被引量:2
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作者 DENG Jian-Cai JIANG Xin +3 位作者 LU Xin YU Gui-Fen Wang Fang ZHANG Bin 《Pedosphere》 SCIE CAS CSCD 2007年第6期786-791,共6页
A batch experiment was performed to investigate nonequilibrium adsorption behavior of atrazine(2-chioro-4-ethylami- no-6-isopropylamino-1,3,5-triazine)on a fluvo-aquic soil.The amount of atrazine sorbed increased with... A batch experiment was performed to investigate nonequilibrium adsorption behavior of atrazine(2-chioro-4-ethylami- no-6-isopropylamino-1,3,5-triazine)on a fluvo-aquic soil.The amount of atrazine sorbed increased with increasing adsorp- tion contact periods.For a range of initial atrazine concentrations,the percentage of atrazine sorbed within 24 h ranged from 24% to 77% of the observed total amount sorbed for the longest contact period;when adsorption contact periods were more than 72h,the deviations in curves fitted using a nonlinear Freundlich equation gradually became less.The op- posite trend was observed for the atrazine concentrations in solution.The effect of adsorption contact periods on atrazine adsorption behavior was evaluated by interpreting the temporal variations in linear and nonlinear Freundlich equation parameters obtained from the phase-distribution relationships.As the adsorption contact period increased,the nonlinear Freundlich capacity coefficient k_f showed a significant linear increase(r^2=0.9063,P<0.001).However,a significant negative linear correlation was observed for the nonlinear coefficient n,a dimensionless parameter(r^2=0.5666,P<0.05). Furthermore,the linear distribution coefficient k_d ranged from 0.38 to 1.44 and exhibited a significant linear correlation to the adsorption contact period(r^2=0.72,P<0.01).The parameters k_f and n obtained from a time-dependent isotherm rather than the distribution coefficient k_d estimated using the linear Freundlich equation were more appropriate to predict the herbicide residue in the field and thus more meaningful for environmental assessment. 展开更多
关键词 土壤 阿特拉津 除草剂 污染
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基于相似性原则的橡胶颗粒-砂混合物热导率理论模型 被引量:1
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作者 张涛 杨玉玲 +2 位作者 张家铭 周逸文 刘松玉 《岩土工程学报》 EI CAS CSCD 北大核心 2024年第2期436-444,共9页
为准确定量评价人工隔热材料橡胶颗粒-砂混合物的导热性能,突破现有经验关系模型适用性较差的局限性,以Wiener土体热导率模型为框架,基于相似性原则,通过对混合物中各介质的导热性能进行分析,建立用于计算混合物热导率的理论模型,分析... 为准确定量评价人工隔热材料橡胶颗粒-砂混合物的导热性能,突破现有经验关系模型适用性较差的局限性,以Wiener土体热导率模型为框架,基于相似性原则,通过对混合物中各介质的导热性能进行分析,建立用于计算混合物热导率的理论模型,分析模型中计算参数的意义和确定方法,根据文献报道热导率测试数据,对比验证模型的有效性,并探讨模型进一步完善和拓展的研究方向。研究结果表明:橡胶颗粒和孔隙液的导热能力相似,可将两者归属为相似类传热介质应用于Wiener串、并联模型中;模型综合考虑了橡胶掺量、粒径比、饱和度和孔隙率等对橡胶颗粒-砂混合物结构和导热性能的影响,准确描述了混合物热导率和橡胶掺量、粒径比的相关关系,与实测数据的对比结果显示了较高的精确度。探明复杂应力状态和极端气候条件对刚-柔性颗粒混合物导热性能的作用规律,是进一步完善和拓展本文模型的重要研究内容。 展开更多
关键词 橡胶颗粒-砂混合物 热传导 颗粒接触 土体结构 理论模型
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小麦-玉米轮作根茬燃烧热触杀防控土传病害的试验
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作者 朱焕光 李刚 +8 位作者 刘超洁 高飞 刘新新 潘晓慧 李鹏飞 张晓婷 贺超 刘亮 焦有宙 《农业工程学报》 EI CAS CSCD 北大核心 2024年第8期90-97,共8页
针对秸秆和根茬直接还田导致作物土传病害重发和频发问题,采用自主设计的可控燃烧热触杀装备进行了试验研究,分析了不同运行工况下装备内的温度分布规律、热触杀后土壤中病原真菌与细菌的灭杀率及作物植株发病程度。结果表明:当进料速度... 针对秸秆和根茬直接还田导致作物土传病害重发和频发问题,采用自主设计的可控燃烧热触杀装备进行了试验研究,分析了不同运行工况下装备内的温度分布规律、热触杀后土壤中病原真菌与细菌的灭杀率及作物植株发病程度。结果表明:当进料速度为360~1800 kg/h时,装备可实现热触杀温度(117~167℃)和送风温度(62~172℃)的有效调控,炉膛内沿程烟气温度分布呈先增大后减小趋势,稳定燃烧时炉膛最高温度可达479℃,可保证燃烧效率持续处于较高水平。土壤中细菌比真菌的耐温性更强,117℃下细菌和真菌的灭杀率分别为53.33%和33.33%,132℃以上时两者的灭杀率均达到86%以上,167℃下可实现深度灭杀。与对照组相比,秸秆与根茬燃烧高温热触杀后田间玉米植株根部病情指数降低了34.1,该研究对实现作物连作土传病害的绿色防控具有重要意义。 展开更多
关键词 作物 根茬 高温烟气 热触杀 土传病害 病情指数
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直推钻进钻遇有机污染地层微观特征试验研究
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作者 邓盈盈 孙平贺 +5 位作者 曹函 杨涵涵 吕岩 张航盛 张晨 蒲英杰 《钻探工程》 2024年第3期27-36,共10页
直推钻进技术具有无冲洗介质、速度快、扰动小等优点,但是易受到有机污染场地土体工程性质差异等因素干扰,造成钻孔倾斜等现象。有机污染物会改变土体微观结构,导致土体工程性质发生变化,进而降低直推钻进取样点位精度。选取典型的有机... 直推钻进技术具有无冲洗介质、速度快、扰动小等优点,但是易受到有机污染场地土体工程性质差异等因素干扰,造成钻孔倾斜等现象。有机污染物会改变土体微观结构,导致土体工程性质发生变化,进而降低直推钻进取样点位精度。选取典型的有机污染物甲苯和四氯乙烯,制备不同污染浓度(甲苯浓度:75、120和672 mg/kg;四氯乙烯浓度:11、53和183 mg/kg)的土样来模拟钻遇的有机污染地层。通过XRD、扫描电镜、接触角和低温氮气吸附脱附试验探究土样在不同有机污染物浓度影响下微观结构的变化规律。SEM图像分析与氮气吸附脱附试验结果表明:甲苯、四氯乙烯对土样的包裹作用和化学破坏作用会让土颗粒团聚、比表面积减小、小孔隙数量明显增多、土体孔体积减小;其中粘粒含量最高为30.28%的2号土样在受672 mg/kg甲苯和183 mg/kg四氯乙烯污染后比表面积分别减小了30.70%和33.40%,Pearson相关系数r=0.382说明粘粒含量与比表面积减小率存在一定的正相关性。由于非极性分子甲苯、四氯乙烯对土颗粒的包裹作用,隔绝了土样的亲水性基团,导致土样亲水性变差、接触角增大。本研究表明有机污染物会导致土体微观特征的改变,最终会导致有机污染地层非均质性增强,进而会对直推钻进轨迹产生影响。 展开更多
关键词 有机污染物 土体微观结构 接触角试验 氮气吸脱附试验 直推钻进
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基于桩土耦合作用的单桩式风机承载力可靠性研究
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作者 汤苏西 殷齐麟 +1 位作者 翟金金 王薇 《船舶力学》 EI CSCD 北大核心 2024年第8期1254-1264,共11页
大直径单桩是海上风机重要的基础型式,其承载力可靠性是桩基设计的关键问题。本文考虑实际多土层的地质条件以及风速、波高、周期等环境参数的相关性,改进并采用BP神经网络与蒙特卡罗模拟相结合的方法,对大直径单桩风机在正常使用极限状... 大直径单桩是海上风机重要的基础型式,其承载力可靠性是桩基设计的关键问题。本文考虑实际多土层的地质条件以及风速、波高、周期等环境参数的相关性,改进并采用BP神经网络与蒙特卡罗模拟相结合的方法,对大直径单桩风机在正常使用极限状态(SLS)下的承载力可靠性开展研究;基于桩-土接触面模型进行确定性的承载力分析,分别对砂土、粘土海床中的准确性进行验证,并采用该模型确定神经网络训练点的准确解;最后,以LW 8MW风机为例,进行SLS下单桩风机承载力可靠性分析。该方法可以为国内后续海上风电场的设计建设提供参考。 展开更多
关键词 单桩风机 承载力可靠性 桩-土接触面模型 BP神经网络与蒙特卡罗模拟 参数相关性
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岩土球形颗粒体粒间接触力学特性及接触模型验证
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作者 张登 王子寒 肖成志 《河北工业大学学报》 CAS 2024年第1期89-96,共8页
针对大理岩和花岗岩两种材料,分别进行了球颗粒法向、切向接触力学试验;以大理岩为例,总结了非线性接触模型及其参数,并进行了球颗粒集合体的离心模型试验,通过数值模拟和试验结果的对比验证了接触模型及其参数的合理性。研究结果表明:... 针对大理岩和花岗岩两种材料,分别进行了球颗粒法向、切向接触力学试验;以大理岩为例,总结了非线性接触模型及其参数,并进行了球颗粒集合体的离心模型试验,通过数值模拟和试验结果的对比验证了接触模型及其参数的合理性。研究结果表明:颗粒法向接触以脆性断裂为破坏形态,切向接触以摩擦侵蚀为破坏特征;法向、切向刚度曲线都可以利用幂函数进行拟合;利用非线性接触模型及其参数可以有效模拟颗粒集合体的力学性状,同时还能够反映散体模型细部的离散变形特征。 展开更多
关键词 颗粒接触 颗粒流 离散元 接触模型 粗粒土
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考虑管-浆-土接触状态的顶力计算方法
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作者 王梓任 窦存杰 赵元浠 《辽宁工业大学学报(自然科学版)》 2024年第2期90-95,共6页
众多工程的顶管顶力估算值一般按照规范经验公式计算,而经验公式只考虑管道悬浮状态下的管浆摩阻力,没有考虑管土和管浆的接触状态,导致顶力估算值与实测值差异较大。为解决这一问题,在研究注浆减阻作用机理及管土接触模型理论的基础上... 众多工程的顶管顶力估算值一般按照规范经验公式计算,而经验公式只考虑管道悬浮状态下的管浆摩阻力,没有考虑管土和管浆的接触状态,导致顶力估算值与实测值差异较大。为解决这一问题,在研究注浆减阻作用机理及管土接触模型理论的基础上,采用压力差的方法判断管-浆-土三者的接触状态,得到相应模型。再根据不同接触状态的受力分析,推导出相应顶力计算公式,并与规范公式、理论公式和实测顶力进行对比分析,结果与实测值结果相近,证明了本文公式预测顶力的准确性。最后根据实测顶力与顶程数据,得到管浆土平均摩阻力与顶程的变化关系,分析出顶管过程中管-浆-土接触状态的变化规律,为管-浆-土接触状态的顶力计算方法提供可靠依据。 展开更多
关键词 减阻泥浆 管-浆-土接触状态 压力差法 管浆摩阻力 管浆土摩阻力
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饱和土与结构动力相互作用的二维摩擦接触模型
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作者 宋佳 沈浩浩 +2 位作者 王福杰 尹智超 商静怡 《北方工业大学学报》 2024年第2期66-76,共11页
由于孔隙流体的存在,饱和土-结构的动力相互作用相比经典固-固接触的相互作用更加复杂,主要存在两类耦合问题:饱和土中的流-固耦合,以及结构与饱和土间的接触耦合。本文针对饱和土与结构间的动力接触摩擦效应问题,建立了可反映“粘结-滑... 由于孔隙流体的存在,饱和土-结构的动力相互作用相比经典固-固接触的相互作用更加复杂,主要存在两类耦合问题:饱和土中的流-固耦合,以及结构与饱和土间的接触耦合。本文针对饱和土与结构间的动力接触摩擦效应问题,建立了可反映“粘结-滑移-分离”状态的饱和土与结构动力摩擦接触模型。该模型是由一系列“点-线”单元构成的接触界面,并基于摩尔库伦模型及有效应力原理,根据接触判别条件,分别从位移和孔压两方面建立不同接触状态下的接触控制方程,并通过挡土墙与饱和土的相互作用算例验证了该模型的正确性。最后,以大开地铁车站为工程背景,分析了考虑接触模型的饱和土与地下结构的动力响应,以及考虑接触模型的必要性。 展开更多
关键词 摩擦接触 饱和多孔介质 饱和土-结构动力相互作用
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Characteristics of soil water repellency after sand dune stabilization in the Tengger Desert 被引量:2
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作者 HaoTian Yang LiChao Liu XinRong Li YongPing Wei YanHong Gao XiaoJun Li RongLiang Jia Lei Huang 《Research in Cold and Arid Regions》 2012年第5期408-416,共9页
Soil water repellency (SWR) is one of the most important physical properties of soils found all over the world, and it may have significant effects on the eco-hydrological processes of land ecosystems. In this study... Soil water repellency (SWR) is one of the most important physical properties of soils found all over the world, and it may have significant effects on the eco-hydrological processes of land ecosystems. In this study, the Capillary Rise Method was used to measure the SWR in the artificial vegetation area in Shapotou, located in the southeast area of the Tengger Desert, Ningxia Prov- ince of western China. The variation of the soil water repellency among different minor topographies, different depths and differ- ent particle sizes was analyzed. The results of the study indicate that the SWR shows distinct changes with vegetation restoration, and it increases with an increase in the period of dune stabilization. In the same vegetation area, the SWR of soils in inter-dune depressions or windward slopes is slightly greater than that in crest or leeward slopes. The SWR of 0-3 cm topsoil is significantly greater than that in the 3-6 cm soil layer. The SWR decreases with an increase in grain size and the differences among the SWRs of different sieved soil fractions are found to be significant. There is also a significantly positive correlation between the SWR and the proportion of soils with grain sizes of 0-0.05, 0.05-0.01 and 0.01-0.15 mm, and a significantly negative correlation between the SWR and the propotion of soils with grain sizes exceeding 0.15 mm. The increase of SWR in revegetation areas may depend on the continuous depositing of atmospheric dust on the stabilized dune surface as well as the formation of biological soil crusts, especially on the formation of algal and lichen crusts. Enhanced SWR influences the effectiveness of water use of sand plants in- habiting the sand dunes. 展开更多
关键词 soil water repellency soil contact angle Capillary Rise Method vegetation restoration southeast area of the Tengger Desert
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Soil water repellency and influencing factors of Nitraria tangutorun nebkhas at different succession stages 被引量:10
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作者 HaoTian YANG XinRong LI +3 位作者 LiChao LIU YanHong GAO Gang LI RongLiang JIA 《Journal of Arid Land》 SCIE CSCD 2014年第3期300-310,共11页
Abstract: Soil water repellency (WR) is an important physical characteristic of soil surface. It is capable of largely influencing the hydrological and geomorphological processes of soil, as well as affecting the e... Abstract: Soil water repellency (WR) is an important physical characteristic of soil surface. It is capable of largely influencing the hydrological and geomorphological processes of soil, as well as affecting the ecological processes of plants, such as growth and seed germination, and has thus been a hot topic in recent research around the world. In this paper, the capillary rise method was used to study the soil WR characteristics of Nitraria tangutorun nebkhas. Soil water repellencies at different succession stages of Nitraria tangutorun were investigated, and the relationships between soil WR and soil organic matter, total N, and total P, soil texture, pH, and concentrations of CO32, HCO3-, CI, SO42-, Na~, K~, Ca2~ and Mg2+ were discussed. Soil WR may be demonstrated at the following nebkhas dune evolvement stages: extremely degraded〉degraded〉stabilized〉well developed〉newly developed〉quick sand. Apart from some soil at the bottom, the WR of other soils (crest and slope of dune) was found to be largest at the topsoil, and decreased as the soil depth increased. The results showed that multiple factors affected soil WR characteristics e.g. WR increased significantly as the contents of soil organic matter and total N increased, but did not change as the total P content increased. Soil texture was a key factor affecting soil WR; soil WR increased significantly as clay content increased, and decreased significantly as sand content increased. Low pH was shown to be more suitable for the occurrence of soil WR. Four cations (Ca2+, Mg2+, K+ and Na+) and two anions (CI and SO42) enhanced soil WR, while CO32-decreased it. HCO3- did not show any observable effect. Finally, we established a best-fit general linear model (GLM) between soil-air-water contact angle (CA) and influencing factors (CA=5.606 sand+6.496 (clay and silt)-2.353 pH+470.089 CQ2+11.346 Na+-407.707 Cl--14.245 SO42-+0.734 total N-519.521 ). It was concluded that all soils contain subcritical WR (0°〈CA〈90°). The development and succession of Nitraria tangutorun nebkhas may improve the formation of soil subcritical WR. There exist significant relationships between soils subcritical WR and soil physical or chemical properties. 展开更多
关键词 HYDROPHOBICITY soil-air-water contact angle capillary rise method Nitraria tangutorun nebkhas vegetation succession stage
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土石混合体-基岩界面剪切力学特性块石尺寸效应 被引量:6
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作者 杨忠平 李进 +2 位作者 刘浩宇 张益铭 刘新荣 《岩土力学》 EI CAS CSCD 北大核心 2023年第4期965-974,共10页
土石混合体-基岩界面的抗剪强度是控制坡体稳定性的重要参数之一,是工程设计的重要参数。为探究块石尺寸对土石混合体-基岩界面剪切力学特性的影响,开展了含不同块石尺寸的土石混合体-基岩界面室内大型剪切试验。结果表明:接触界面的破... 土石混合体-基岩界面的抗剪强度是控制坡体稳定性的重要参数之一,是工程设计的重要参数。为探究块石尺寸对土石混合体-基岩界面剪切力学特性的影响,开展了含不同块石尺寸的土石混合体-基岩界面室内大型剪切试验。结果表明:接触界面的破坏模式受块石尺寸和法向压力的影响不显著,均表现为应变硬化特征;法向压力会削弱块石尺寸效应的影响;随块石尺寸增加,抗剪强度和抗剪强度指标(φ、c)先增加后减少,既存在着正尺寸效应,又存在着负尺寸效应,尺寸效应对内摩擦角φ的影响有限,整体在29°波动,而对表观黏聚力c影响较大;不同块石尺寸试样在不同法向压力作用下均表现出了明显的剪缩行为,法向压力能够增强土石混合体的剪缩特性;土石混合体-基岩界面为薄弱的潜在滑移面,随着块石尺寸系数的增加,薄弱破坏面有向土石混合体内部转化的趋势。 展开更多
关键词 接触界面 尺寸效应 土石混合体 剪切力学特性
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仿生布利冈结构农机耐磨触土部件设计与试验 被引量:2
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作者 张智泓 陈朝阳 +3 位作者 赖庆辉 孙文强 谢观福 佟金 《农业工程学报》 EI CAS CSCD 北大核心 2023年第1期28-37,共10页
针对农机触土部件易磨损失效这一难题,该研究设计了一种仿生布利冈结构件,并对其磨损特性进行评价,进一步探索耐磨机理。以布利冈结构的结构单元直径、层间螺旋角度、层间重叠间距3个因素设为自变量,以磨损量为响应值,在EDEM中进行仿真... 针对农机触土部件易磨损失效这一难题,该研究设计了一种仿生布利冈结构件,并对其磨损特性进行评价,进一步探索耐磨机理。以布利冈结构的结构单元直径、层间螺旋角度、层间重叠间距3个因素设为自变量,以磨损量为响应值,在EDEM中进行仿真磨损试验,根据自变量与响应值之间的关系,优化布利冈结构的组成参数,得到最优的组成参数为:结构单元直径1.0mm、层间螺旋角度16°、层间重叠间距0.13mm,在此参数下经仿真磨损试验得到布利冈结构件的磨损量为2.13×10^(-6)g。对光滑件、单层棱纹件、布利冈结构件的耐磨效果,进行仿真磨损对比试验,结果表明,布利冈结构件较单层棱纹件磨损量减少了90.6%,较光滑件减少了92.2%。运用离散元法(digital elevation model,DEM)与有限单元法(finite element method,FEM)联合仿真,得到样件内部形变和应变,光滑件、单层棱纹件、布利冈结构件的平均变形量分别为1.62×10^(-9)、7.97×10^(-9)和1.82×10^(-8)mm;平均等效应力为1.16×10^(-6)、6.36×10^(-6)和1.01×10^(-5)MPa。布利冈结构件内部形变和所受应力较大,这一变化有助于吸收颗粒冲击能量,减小磨损。利用光固化打印技术加工样件,利用旋转式试验机和扫描电子显微镜分析3种样件的耐磨性能,结果表明,布利冈结构件的磨损量最小为0.12 g,且标准差最小,为0.012,耐磨性能较为稳定。研究结果可为农机具触土部件的耐磨增效提供设计依据和理论基础。 展开更多
关键词 磨损 仿生 布利冈结构 触土部件 耐磨性能 DEM-FEM
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Response analysis of buried pipelines crossing fault due to overlying soil rupture 被引量:1
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作者 Lei Zhao Chengchen Cui Xiaojun Li 《Earthquake Science》 CSCD 2010年第1期111-116,共6页
A 3-D soil-pipe nonlinear finite element model with contact element is suggested and the influences of the rupture mode, thickness and rigidity of overlying soil on the response of buried pipeline are analyzed. The nu... A 3-D soil-pipe nonlinear finite element model with contact element is suggested and the influences of the rupture mode, thickness and rigidity of overlying soil on the response of buried pipeline are analyzed. The numerical results show that the soil rupture mode determines the location of the large deformation or failure of the pipeline, and the plastic de- formation of the pipeline occurs at the zone where the plastic deformation or rupture of the overlying soil appears. When the fault dip angle on bedrock is near 90°, two plastic deformation sections of the pipeline appear with the development of overlying soil rupture. And the thicker the overlying soil is, the longer the plastic deformation length of the pipeline is and the less its strain is. The plastic deformation length of the pipeline decreases while its maximum strain increases with the rigidity of overlying soil increasing. 展开更多
关键词 FAULT overlying soil buried pipeline finite element contact element
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分层防寒土与接触式清土机具相互作用的离散元仿真参数标定 被引量:1
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作者 杨启志 赫明胜 +3 位作者 施雷 朱梦岚 李章彦 何文兵 《江苏大学学报(自然科学版)》 CAS 北大核心 2023年第1期52-61,共10页
为了获取西北地区不同土层的防寒土以及与接触部件(Q235钢)的离散元仿真参数,构建准确的EDEM仿真模型,将防寒土分为3层,选用Hertz-Mindlin(no slip)作为接触模型,采用堆积角试验和直剪试验,并结合Plackett-Burman方法确定显著因素、最... 为了获取西北地区不同土层的防寒土以及与接触部件(Q235钢)的离散元仿真参数,构建准确的EDEM仿真模型,将防寒土分为3层,选用Hertz-Mindlin(no slip)作为接触模型,采用堆积角试验和直剪试验,并结合Plackett-Burman方法确定显著因素、最陡爬坡试验缩小范围、Box-Behnken响应面分析法确定回归方程,逐步确定不同层土壤颗粒间的弹性恢复系数、滚动摩擦因数和静摩擦因数.通过土壤滑落试验和二因素通用旋转中心组合仿真试验获得不同土层土壤颗粒与刮板之间的弹性恢复系数、静摩擦因数和滚动摩擦因数的值.为验证离散元参数标定的准确性,对比分析田间试验和仿真试验后的土垄高度,其相对误差为5.78%,在可接受的范围内,验证了分层防寒土土壤标定的仿真参数以及研究方法的准确性. 展开更多
关键词 接触式清土机 分层防寒土 离散元法 参数标定 堆积角试验 直剪试验
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整体式U型混凝土渠道衬砌-冻土接触模型 被引量:2
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作者 王玉宝 吴浩兴 +4 位作者 刘荣 白雅文 程森浩 张晨昊 周仁宇 《农业工程学报》 EI CAS CSCD 北大核心 2023年第9期142-151,共10页
为探究渠道衬砌与冻土接触面间存在的冻结约束、相对滑动与分离等接触作用对渠道衬砌冻胀破坏的影响,该研究以整体式U型渠道冻胀破坏监测试验为原型,构建了考虑接触和不考虑接触两类渠道冻胀模型,结合现场试验结果评估模型的合理性,并... 为探究渠道衬砌与冻土接触面间存在的冻结约束、相对滑动与分离等接触作用对渠道衬砌冻胀破坏的影响,该研究以整体式U型渠道冻胀破坏监测试验为原型,构建了考虑接触和不考虑接触两类渠道冻胀模型,结合现场试验结果评估模型的合理性,并分析衬砌的冻胀变形与受力变化过程。结果表明:相比于不考虑接触模型,考虑接触模型的模拟结果更符合现场试验情况。在边坡处,考虑接触模型的法向应力峰值与试验监测峰值接近,不考虑接触模型的法向应力峰值可达前两者的3.3倍。试验与考虑接触模型的渠底法向应力基本为0,而不考虑接触模型中则存在持续增大的拉应力。现场试验的衬砌-冻土接触面间存在渠底分离与渠坡相对滑动过程,因此需由考虑接触模型模拟分析该过程。在试验与考虑接触模型中,渠底处衬砌与基土由于发生分离而产生空隙,此后悬空衬砌与渠坡基土发生相对滑动,释放了冻胀基土对衬砌的挤压力。考虑接触模型中的相对滑动改变了衬砌应力的发展趋势,由不考虑接触模型的“增力”变为考虑接触模拟的“卸力”。与不考虑接触模型相比,考虑接触模型的衬砌上、下表面正应力峰值分别降低了903%和164%,下表面切向力峰值降低了248%。在渠道冻胀模型中考虑接触作用更加合理,研究可为寒区渠道防冻胀设计与结构优化提供参考。 展开更多
关键词 渠道 冻胀破坏 模型 衬砌-冻土接触 接触本构
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A Study on Water Repellent Effectiveness of Natural Oil-Applied Soil as a Building Material
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作者 Jong-Kook Lee Jee-Eun Lee +6 位作者 Seong-Cheol Park Hee-Dong Cho Hye-Woong Yoo Young-Sang Kim Seong-Ryong Ryu Woo-Suk Kim Dong-Joon Ahn 《Open Journal of Civil Engineering》 2015年第1期139-148,共10页
This study was performed to investigate the water repellent effectiveness of natural oil-applied soil when it is used as a building material. Natural oil types such as olive oil, bean oil, perilla oil and linseed oil,... This study was performed to investigate the water repellent effectiveness of natural oil-applied soil when it is used as a building material. Natural oil types such as olive oil, bean oil, perilla oil and linseed oil, which are being used for producing water repellent timber, are selected for the experiments. It is expected that perilla oil and in seed oil, which are drying oil types will have better water repellent effectiveness than the other types. For the evaluation of water repellence of natural oil-applied soil, a contact angle test was performed. A contact angle of water drop on various surface conditions were tested, and large differences were seen between the natural oil-applied soil and untreated soil. As a result, it is showed that all natural oil types have water repellent effectiveness. However, linseed oil, which is a drying oil type, shows an outstanding water repellent effectiveness value, while perila oil, which is also a drying oil type, shows the lowest value. Additionally, results show that there is no link between water repellent effectiveness and the number of applications of natural oil. Nevertheless, existing commercial water repellents show better performance than natural oil, and it is anticipated that the results of this study will provide essential information for further research to enhance the water repellent effectiveness of soil as a building material. 展开更多
关键词 NATURAL OIL Water REPELLENT soil AS a Building Material contact Angle IODINE Value
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免耕播种机旋耕刀耕作性能分析与结构优化 被引量:6
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作者 郝志豪 郑恩来 +5 位作者 李勋 姚昊萍 汪小旵 钱生越 李伟勋 朱敏 《农业工程学报》 EI CAS CSCD 北大核心 2023年第2期1-13,共13页
为预测和评估免耕播种机触土部件的作业性能,有必要建立机具-土壤耦合系统的互作模型。传统模型将散落土表的秸秆视为刚体,无法模拟真实条件下秸秆的破裂与变形,导致模型的预测精度下降。为克服上述模型不足,该研究建立一种柔性秸秆模型... 为预测和评估免耕播种机触土部件的作业性能,有必要建立机具-土壤耦合系统的互作模型。传统模型将散落土表的秸秆视为刚体,无法模拟真实条件下秸秆的破裂与变形,导致模型的预测精度下降。为克服上述模型不足,该研究建立一种柔性秸秆模型,构建刀具-秸秆-土壤耦合系统的离散元模型,并通过土槽试验进行模型验证。同时,为解决标准旋耕刀片的缠绕和壅堵问题,提出一种梯形直刀结构,对比分析了旋耕作业工况下标准刀和梯形直刀作用后秸秆位移、刀轴扭矩、刀具碎茬与埋茬性能。仿真结果表明,梯形直刀的碎茬和秸秆掩埋性能均优于标准刀,标准刀和梯形直刀作业后开沟截面形状分别为梯形和三角形,刀轴扭矩呈现三角形冲击峰的形式,梯形直刀的刀轴扭矩大于标准刀情形,而标准刀的碎土性能优于梯形直刀。在此基础上,以弯折角、侧面角以及刀片高度为设计变量,采用响应面法构建旋耕扭矩和碎土率的回归方程。基于NSGA-II算法对梯形直刀结构进行优化,最佳的结构参数为:弯折角150°、侧面角60°、刀片高度88 mm。田间试验结果表明,优化后刀轴的平均扭矩较优化前减少11.70%,峰值扭矩减少6.28%,碎土率从82.53%提高至89.22%。 展开更多
关键词 农业机械 离散元 响应面 免耕播种机 触土部件
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Traction rheological properties of simulative soil for deep-sea sediment 被引量:3
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作者 QI Cailing RAO Qiuhua +1 位作者 LIU Qi MA Wenbo 《Journal of Oceanology and Limnology》 SCIE CAS CSCD 2019年第1期62-71,共10页
The traction capacity of the mining machine is greatly in?uenced by the traction rheological properties of the deep-sea sediments. The best simulative soil was prepared for substituting the deep-sea sediment based on ... The traction capacity of the mining machine is greatly in?uenced by the traction rheological properties of the deep-sea sediments. The best simulative soil was prepared for substituting the deep-sea sediment based on the deep-sea sediment collected from the Paci?c C-C mining area. Traction rheological properties of the simulative soil were studied by a home-made test apparatus. In order to accurately describe the traction rheological properties and determine traction rheological parameters, the Newtonian dashpot in Maxwell body of Burgers model was replaced by a self-similarity spring-dashpot fractance and a new rheological constitutive model was deduced by fractional derivative theory. The results show the simulative soil has obvious non-attenuate rheological properties. The transient creep and stable creep rate increase with the traction, but they decrease with ground pressure. The fractional derivative Burgers model are better in describing non-attenuate rheological properties of the simulative soil than the classical Burgers model. For the new traction rheological constitutive equation of the simulative soil, the traction rheological parameters can be obtained by ?tting the tested traction creep data with the traction creep constitutive equation. The ground contact length of track and walking velocity of the mining machine predicted by the traction rheological constitutive equation can be used to take full advantages of the maximum traction provided by the soil and safely improve mining effciency. 展开更多
关键词 simulative soil TRACTION RHEOLOGICAL properties CONSTITUTIVE model RHEOLOGICAL parameters ground contact length of TRACK WALKING velocity
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南疆骏枣园表层土壤与梳齿互作仿真接触参数研究 被引量:1
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作者 周伦 李景彬 +4 位作者 梁俊鹏 丁惠哲 丁龙朋 陈江春 李道林 《石河子大学学报(自然科学版)》 CAS 北大核心 2023年第4期414-421,共8页
为提高机械式落地红枣捡拾机触土部件梳齿入土作业过程离散元模拟的准确性,确定离散元试验中沙土与梳齿的互作仿真接触参数,本文以沙土-沙土间接触参数、沙土-梳齿(钢)间接触参数为试验因素,以沙土休止角和滑动摩擦角为指标,分别建立沙... 为提高机械式落地红枣捡拾机触土部件梳齿入土作业过程离散元模拟的准确性,确定离散元试验中沙土与梳齿的互作仿真接触参数,本文以沙土-沙土间接触参数、沙土-梳齿(钢)间接触参数为试验因素,以沙土休止角和滑动摩擦角为指标,分别建立沙土休止角试验和沙土滑动摩擦角试验,利用Design-Expert软件开展Central Composite Design试验研究,以实际沙土休止角和滑动摩擦角为优化目标,获得最优接触接触参数组合为沙土-沙土恢复系数0.215、静摩擦系数0.611、滚动摩擦系数0.217,沙土-钢之间恢复系数0.375、静摩擦系数0.328、滚动摩擦系数0.125。通过对机械式落地红枣捡拾机开展沙土间田间试验与仿真试验,经验证土垄堆积高度试验误差不超过15%,确定了沙土参数标定的可靠性。本文研究结果可为后续机械式落地红枣捡拾机离散元仿真提供参数参考。 展开更多
关键词 枣园 沙土 梳齿 仿真 接触参数
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