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三峡工程船闸高边坡岩体松动区及其性状 被引量:18
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作者 夏熙伦 周火明 +1 位作者 盛谦 肖国强 《长江科学院院报》 EI CSCD 北大核心 1999年第4期1-5,共5页
根据观测试验资料和有限元计算结果,研讨了三峡船闸高边坡岩体因开挖卸荷及应力调整而产生的松动区和性状劣化的规律,从而为研究边坡的稳定性及加固方案提供了重要依据。
关键词 岩体 高边坡 三峡工程 松动区 船闸 力学性状
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用弹簧质量模型求解三点弯曲试样的动态应力强度因子 被引量:21
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作者 李玉龙 刘元镛 《固体力学学报》 CAS CSCD 北大核心 1994年第1期75-79,共5页
用弹簧质量模型求解三点弯曲试样的动态应力强度因子李玉龙,刘元镛(西安西北工业大学,710072)关键词动态应力强度因子,等效刚度,等效质量,阶跃载荷,有限元法1引言动态起裂韧性K;d(》)是含裂纹体在冲击载荷作用下,... 用弹簧质量模型求解三点弯曲试样的动态应力强度因子李玉龙,刘元镛(西安西北工业大学,710072)关键词动态应力强度因子,等效刚度,等效质量,阶跃载荷,有限元法1引言动态起裂韧性K;d(》)是含裂纹体在冲击载荷作用下,起裂控制设计的一个基本参数,象静态... 展开更多
关键词 材料力学 弯曲试验 应力强度因子
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内罐泄漏条件下LNG混凝土储罐预应力外墙模态分析 被引量:19
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作者 张云峰 张彬 岳文彤 《大庆石油学院学报》 CAS 北大核心 2008年第6期86-89,126,共4页
为分析内罐泄漏条件下圆柱形LNG混凝土储罐预应力外墙振动特性,利用ANSYS软件建立泄漏条件下储罐外墙的有限元模型,并对其进行模态分析,将动液压力等效为与罐壁具有相同加速度的附加质量,求得储罐外墙自振频率;在半液和满液状态下,采用... 为分析内罐泄漏条件下圆柱形LNG混凝土储罐预应力外墙振动特性,利用ANSYS软件建立泄漏条件下储罐外墙的有限元模型,并对其进行模态分析,将动液压力等效为与罐壁具有相同加速度的附加质量,求得储罐外墙自振频率;在半液和满液状态下,采用等效荷载模拟预应力效应,得到外墙自振频率环向波变化曲线.结果表明:LNG储罐满液状态时,储液对预应力混凝土外墙的频率影响最大为20.90%,预应力效应对其自振频率的影响最大为2.14%;液位小于最大储液深度1/2时,其自振频率可按空罐计算;液位大于最大储液深度1/2时,应考虑液体振动对储罐外墙振动频率的影响;不同液位时,对预应力外墙自振频率影响最大为2.92%. 展开更多
关键词 LNG储罐 自振频率 附加质量 等效荷载 混凝土储罐
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车辆对桥梁动力作用简化方法的研究 被引量:9
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作者 王少钦 岳祖润 马骎 《石家庄铁道学院学报》 2005年第3期47-51,共5页
对移动车辆作用下桥梁的动力反应进行研究,分别采用移动荷载和移动质量两种形式模拟车辆,通过分析桥梁在动力荷载作用下的振动方程及其挠度变化曲线,指出自重及惯性力在桥梁挠度变形中起到的重要作用,比较了两种方法的可靠性及其适用条件。
关键词 动力作用 移动荷载 移动质量 惯性力
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机车车体模态分析中用质量单元模拟设备重量的方法探讨 被引量:11
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作者 鲁寨军 《电力机车与城轨车辆》 2003年第1期25-27,37,共4页
讨论了机车车体模态计算中用质量单元模拟载重的两种不同方法,提出了用质量单元更真实地模拟设备重量的一些建议。
关键词 模态分析 设备重量 机车 车体 模拟 质量单元 载荷
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Water quality, nutrient budget, and pollutant loads in Chinese mitten crab (Eriocheir sinensis) farms around East Taihu Lake 被引量:11
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作者 蔡春芳 谷孝鸿 +3 位作者 黄鹤忠 戴修赢 叶元土 施陈江 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2012年第1期29-36,共8页
To understand the factors causing frequent outbreaks of harmful algae blooms in the Taihu Lake, China, we studied water quality and nutrient budget in Chinese mitten crab (Eriocheir sinensis) farm ponds in the eastern... To understand the factors causing frequent outbreaks of harmful algae blooms in the Taihu Lake, China, we studied water quality and nutrient budget in Chinese mitten crab (Eriocheir sinensis) farm ponds in the eastern part of the lake from November 2007 to December 2009. We estimated the nitrogen (N), phosphorus (P), and chemical oxygen demand (COD) loads. Materials input and output ponds, water exchange, and applied management practices of 838.5-hm2 crab ponds were surveyed using questionnaires. Water quality of 12 ponds, which were located no more than 2 km from East Taihu Lake, were monitored. The results show that water quality in the crab ponds was better than reference data. Feeds, including corn seed, commercial feed, trash fish, and gastropod, were the major sources of N and P input in the crab ponds, contributing 88.7% and 94.9%, respectively. In total, 60.5% of N and 37.3% of P were sequestered by macrophytes, and only 15.7% and 8.5% of them were discharged as effluent. The net loads of N and P in effluent were 16.43 kg/hm2/cycle and 2.16 kg/hm2/cycle, respectively, while the COD load was -17.88 kg/hm2/cycle. This indicated that crab farming caused minor negative impact on the trophic status of the lake area, which was attenuated by macrophytes. However, wastewater purification is still necessary in crab faming. 展开更多
关键词 Chinese mitten crab (Eriocheir sinensis) water quality mass budget pollutant load Taihu Lake
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轴重和胎压对车轮动荷载的影响 被引量:9
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作者 董忠红 闫卫红 +1 位作者 吕彭民 徐全亮 《公路交通科技》 CAS CSCD 北大核心 2009年第3期27-32,42,共7页
为研究重型运输车辆对路面作用的动荷载,建立车辆动力学模型,模型中将簧上质量处理为空载簧上质量与装载质量,将轮胎刚度表示为轴重和胎压的函数。研究了轴重和胎压对车辆动荷载的影响。结果发现,车轮动荷载随着轴重和胎压的增加而增加... 为研究重型运输车辆对路面作用的动荷载,建立车辆动力学模型,模型中将簧上质量处理为空载簧上质量与装载质量,将轮胎刚度表示为轴重和胎压的函数。研究了轴重和胎压对车辆动荷载的影响。结果发现,车轮动荷载随着轴重和胎压的增加而增加;动载系数随着胎压的增加而增加,但随着轴重的增加而减小;胎压越高,车轮动载随轴重增加速度越快;仅仅采用轴重不足以评价重载高压车辆对路面的破坏作用,在治理超载的同时也应进一步治理超压;空载车辆对路面的冲击作用较大,不能忽视空载车辆对路面的破坏作用;实际高速运行车辆对路面施加较大的附加动荷载,现有《公路沥青路面设计规范》没有考虑附加动荷载是引起路面结构发生早期破坏的原因之一。 展开更多
关键词 道路工程 动荷载 车辆动力学 分布质量 轴重 速度 胎压
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应对海量数据的超短期负荷预测在实时电力市场的应用研究 被引量:7
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作者 李家璐 何剑军 +2 位作者 张坤 刘敬诚 吕勃翰 《电力大数据》 2019年第12期21-27,共7页
在开展实时现货市场和辅助服务市场的过程中,负荷预测的精度和速度成为影响各主体报价结果的瓶颈。负荷预测越准确,越有利于保障各市场主体报价的公平性和经济性。本文为解决该问题,选择南方电网某区域的历史负荷作为研究对象,通过对其... 在开展实时现货市场和辅助服务市场的过程中,负荷预测的精度和速度成为影响各主体报价结果的瓶颈。负荷预测越准确,越有利于保障各市场主体报价的公平性和经济性。本文为解决该问题,选择南方电网某区域的历史负荷作为研究对象,通过对其日负荷曲线进行分析,考虑将工作日和非工作日的海量负荷数据进行了筛选和预处理,并针对各自的负荷特性进行了分析,确定了分别预测建模的预测路线,同时本文将当前常用的几种预测算法进行了比较,通过对比优缺点,针对超短期负荷预测的预测时间短、预测速度高的要求,最终选择负荷求导法作为超短期负荷预测的数学模型。最后通过对南网某省的实际负荷进行了算例验证,结果表明该方法具有预测速度快,预测精度高,适应度高,技术系统占用率低的特点。 展开更多
关键词 超短期负荷预测 海量数据 负荷求导法 实时现货市场 快速预测
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局部荷载下含中心孔洞煤体裂纹扩展特征量化分析 被引量:8
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作者 赵洪宝 胡桂林 +1 位作者 王飞虎 琚楠松 《煤炭学报》 EI CAS CSCD 北大核心 2017年第4期860-870,共11页
采用高清数码摄像机和红外热成像仪,对含中心孔洞煤体试件在局部荷载作用下的裂纹扩展规律进行系统的试验研究,研究分析煤体试件在不同加载面积作用下试件表面裂纹的萌生、扩展、贯通,直至形成宏观破坏的整个过程中表现出的特征与规律... 采用高清数码摄像机和红外热成像仪,对含中心孔洞煤体试件在局部荷载作用下的裂纹扩展规律进行系统的试验研究,研究分析煤体试件在不同加载面积作用下试件表面裂纹的萌生、扩展、贯通,直至形成宏观破坏的整个过程中表现出的特征与规律。试验结果表明:局部荷载作用下含中心孔洞煤体试件裂纹扩展是加载条件和宏观中心孔洞耦合作用结果,裂纹扩展路径受其主导作用,而由孔、裂隙系统引起的非均质性则占据从属地位;均布荷载条件下,孔洞周边形成拉、剪应力区,且裂纹由此起裂,孔洞是引起应力集中的主导因素,但随着加载面积的改变,孔洞的主导地位被颠覆,应力集中强弱顺序发生突转,起裂位置由孔洞周边转向荷载临界处;受载面积对含中心孔洞试件裂纹扩展的影响具有区域性特点,且明显集中出现于有载荷作用的区域;随局部荷载的增加,初始裂纹的尺度(裂纹宽度和长度)不断增加,且裂纹的发展方向出现明显的非平直化趋势。 展开更多
关键词 煤体 局部荷载 裂纹扩展 量化分析 红外热成像
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Fate and risk assessment of emerging contaminants in reclaimed water production processes 被引量:6
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作者 Yuan Meng Weiyi Liu +5 位作者 Heidelore Fiedler Jinlan Zhang Xinrui Wei Xiaohui Liu Meng Peng Tingting Zhang 《Frontiers of Environmental Science & Engineering》 SCIE EI CSCD 2021年第5期295-310,共16页
Reclaimed water has been widely applied in irrigation and industrial production.Revealing the behavior of emerging contaminants in the production process of reclaimed water is the first prerequisite for developing rel... Reclaimed water has been widely applied in irrigation and industrial production.Revealing the behavior of emerging contaminants in the production process of reclaimed water is the first prerequisite for developing relevant water quality standards.This study investigated 43 emerging contaminants,including 22 pharmaceuticals and personal care products(PPCPs),11 organophosphorus flame retardants(OPFRs),and 10 antibiotic resistance genes(ARGs)in 3 reclaimed wastewater treatment plants(RWTPs)in Beijing.The composition profiles and removal efficiencies of these contaminants in RWTPs were determined.The results indicated that the distribution characteristics of the different types of contaminants in the three RWTPs were similar.Caffeine,sul2 and tris(1-chloro-2-propyl)phosphate were the dominant substances in the wastewater,and their highest concentrations were 27104 ng/L,1.4×10^(7) copies/mL and 262 ng/L,respectively.Ofloxacin and sul2 were observed to be the dominant substances in the sludge,and their highest concentrations were 5419 ng/g and 3.7×10^(8) copies/g,respectively.Anaerobic/anoxic/oxic system combined with the membrane bioreactor process achieved a relatively high aqueous removal of PPCPs(87%).ARGs and OPFRs were challenging to remove,with average removal rates of 6.5%and 31%,respectively.Quantitative meta-analysis indicated that tertiary treatment processes performed better in emerging contaminant removal than secondary processes.Diethyltoluamide exhibited the highest mass load discharge,with 33.5 mg/d per 1000 inhabitants.Octocrylene and tris(2-ethylhexyl)phosphate posed high risks(risk quotient>1.0)to aquatic organisms.This study provides essential evidence to screen high priority pollutants and develop corresponding standard in RWTPs. 展开更多
关键词 Trace organic pollution Antibiotic resistance genes Reclaimed wastewater SLUDGE Risk assessment mass load
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Occurrence and risk assessment of typical PPCPs and biodegradation pathway of ribavirin in wastewater treatment plants 被引量:5
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作者 Qixin Liu Xuan Feng +5 位作者 Ning Chen Fei Shen Haichuan Zhang Shuo Wang Zhiya Sheng Ji Li 《Environmental Science and Ecotechnology》 SCIE 2022年第3期74-82,共9页
A large number of pharmaceuticals and personal care products(PPCPs)persist in wastewater,and the consumption of PPCPs for COVID-19 control and prevention has sharply increased during the pandemic.This study investigat... A large number of pharmaceuticals and personal care products(PPCPs)persist in wastewater,and the consumption of PPCPs for COVID-19 control and prevention has sharply increased during the pandemic.This study investigated the occurrence,removal efficiency,and risk assessment of six typical PPCPs commonly used in China in two wastewater treatment plants(WWTPs).Ribavirin(RBV)is an effective pharmaceutical for severely ill patients with COVID-19,and the possible biodegradation pathway of RBV by activated sludge was discovered.The experimental results showed that PPCPs were detected in two WWTPs with a detection rate of 100%and concentrations ranging between 612 and 2323 ng L^(-1).The detection frequency and concentrations of RBV were substantially higher,with a maximum concentration of 314 ng L^(-1).Relatively high pollution loads were found for the following PPCPs from influent:ibuprofen>ranitidine hydrochloride>RBV>ampicillin sodium>clozapine>sulfamethoxazole.The removal efficiency of PPCPs was closely related to adsorption and biodegradation in activated sludge,and the moving bed biofilm reactor(MBBR)had a higher removal capacity than the anoxic-anaerobic-anoxicoxic(AAAO)process.The removal efficiencies of sulfamethoxazole,ampicillin sodium,ibuprofen,and clozapine ranged from 92.21%to 97.86%in MBBR process and were relatively low,from 61.82%to 97.62%in AAAO process,and the removal of RBV and ranitidine hydrochloride were lower than 42.96%in both MBBR and AAAO processes.The discrepancy in removal efficiency is caused by temperature,hydrophilicity,and hydrophobicity of the compound,and acidity and alkalinity.The transformation products of RBV in activated sludge were detected and identified,and the biodegradation process of RBV could be speculated as follows:first breaks into TCONH_(2) and an oxygen-containing five-membered heterocyclic ring under the nucleosidase reaction,and then TCONH_(2) is finally formed into TCOOH through amide hydrolysis.Aquatic ecological risks based on risk quotient(RQ)assessment showed that 展开更多
关键词 COVID-19 pandemic Ribavirin(RBV) mass balance Pollution load estimation Risk assessment Biodegradation pathway
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水下滑翔机的运动模型建立及仿真 被引量:5
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作者 邵鑫 石秀华 +1 位作者 曹永辉 李强 《计算机仿真》 CSCD 北大核心 2009年第11期33-37,共5页
水下滑翔机的水下运动是六自由度多姿态运动,建立空间动力学数学模型是为计算机仿真时对系统进行比较准确的描述和运动状态进行研究。另外在详细分析水下滑翔机姿态调节系统中的滑动质量块移动及重浮力调节系统中压舱载荷变化并在滑翔... 水下滑翔机的水下运动是六自由度多姿态运动,建立空间动力学数学模型是为计算机仿真时对系统进行比较准确的描述和运动状态进行研究。另外在详细分析水下滑翔机姿态调节系统中的滑动质量块移动及重浮力调节系统中压舱载荷变化并在滑翔机本身运动耦合的基础上,经过合理的简化建立了六自由度的空间运动数学模型。最后对水下滑翔机的垂直面运动进行了仿真分析,仿真结果准确地反映了水下滑翔机的运动规律和操纵特点。 展开更多
关键词 水下滑翔机 滑动质量块 压舱载荷 数学模型 仿真
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离心压气机非轴对称流动特性分析 被引量:5
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作者 王磊磊 侯红娟 +2 位作者 杨策 老大中 李延昭 《推进技术》 EI CAS CSCD 北大核心 2017年第1期103-111,共9页
为探求离心压气机蜗壳周向不对称结构引起的内部非轴对称流动现象,采用实验和数值模拟(湍流模型为S-A模型)相结合的方法进行研究。结果表明:非设计工况下蜗壳高静压区域产生的扰动压力波向上游逆向传播,使压气机内部出现非轴对称流动。... 为探求离心压气机蜗壳周向不对称结构引起的内部非轴对称流动现象,采用实验和数值模拟(湍流模型为S-A模型)相结合的方法进行研究。结果表明:非设计工况下蜗壳高静压区域产生的扰动压力波向上游逆向传播,使压气机内部出现非轴对称流动。大流量工况(0.40kg/s)下蜗壳静压的不均匀程度比小流量工况(0.26kg/s)更明显,叶轮出口较强的扰动压力波可以逆向传播到叶轮进口大约180°的周向位置。流经扩压器的气流径向和切向速度的周向不均匀程度在小流量工况下较为显著,但大流量工况下蜗壳进口气流随时间的波动程度更明显。叶轮内部的非轴对称流动特性对叶片载荷分布及其波动形式产生影响,大流量工况下主叶片表面载荷波动主要受基频影响,而小流量工况下主要受2倍频的影响。 展开更多
关键词 离心压气机 非轴对称流动 流量 载荷
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海量图片的分布式存储及负载均衡研究 被引量:4
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作者 朱晓辉 王杰华 +1 位作者 石振国 陈苏蓉 《计算机工程》 CAS CSCD 北大核心 2010年第23期47-49,52,共4页
针对海量图片给网站带来的访问速度下降、性能压力增大和I/O瓶颈等问题,提出一种海量图片的分布式存储及负载均衡技术。通过把图片数据和网站内容分开部署、在数据库中记录和维护图片服务器状态信息等方法实现图片和页面数据的分离。实... 针对海量图片给网站带来的访问速度下降、性能压力增大和I/O瓶颈等问题,提出一种海量图片的分布式存储及负载均衡技术。通过把图片数据和网站内容分开部署、在数据库中记录和维护图片服务器状态信息等方法实现图片和页面数据的分离。实验结果表明,该技术能提高网站的访问速度和运行效率,并可动态增加图片服务器的数量满足日益增加的性能需求。 展开更多
关键词 海量图片 分布式存储 负载均衡
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微型钢管桩-锚杆新型组合基础承载特性研究
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作者 王新平 王瑞成 +2 位作者 聂少锋 蒙春玲 张清政 《建筑科学与工程学报》 CAS 北大核心 2024年第6期152-161,共10页
为解决输电线路传统锚杆基础材料耗量大、施工安全问题突出、环水保效益差、施工工期长以及运输不便的问题,提出了一种装配式输电线路型钢群锚基础,包括型钢结构、微型钢管桩-锚杆新型组合基础。采用有限元方法建立了单根微型钢管桩-锚... 为解决输电线路传统锚杆基础材料耗量大、施工安全问题突出、环水保效益差、施工工期长以及运输不便的问题,提出了一种装配式输电线路型钢群锚基础,包括型钢结构、微型钢管桩-锚杆新型组合基础。采用有限元方法建立了单根微型钢管桩-锚杆组合基础的三维精细化数值模型,研究了多种荷载工况下组合基础锚筋、灌浆体、钢管及周围岩体的应力场与位移场变化规律,并与普通锚杆基础计算结果进行了对比分析;分析了钢管尺寸、岩体强度等因素对新型组合基础承载性能的影响规律。讨论了新型组合基础水平位移与岩体强度的定量关系;将钢管、钢管内侧混凝土与锚筋简化为整体力学模型,基于Winkler弹性地基梁法建立了单根微型钢管桩-锚杆组合基础的水平位移计算方法,并将计算结果与数值模拟结果进行对比。结果表明:相同工况下新型组合基础锚筋、灌浆体与周围岩体的应力及位移更小,新型组合基础适用于岩体等级为极软岩的情况;多种荷载工况下新型组合基础产生的位移随着岩体强度降低而逐渐增大,当岩体质量较差时,可采用增大钢管的横截面面积及长度等措施限制组合基础的水平位移。 展开更多
关键词 输电线路基础 微型钢管桩 锚杆基础 岩体 复杂荷载
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Load-bearing characteristics and energy evolution of fractured rock masses after granite and sandstone grouting
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作者 WU Xu-kun ZHAO Guang-ming +4 位作者 MENG Xiang-rui LIU Chong-yan LIU Zhi-xi HUANG Shun-jie ZHANG Qi-hang 《Journal of Central South University》 SCIE EI CAS CSCD 2024年第8期2810-2825,共16页
Experiments on grouting-reinforced rock mass specimens with different particle sizes and features were carried out in this study to examine the effects of grouting reinforcement on the load-bearing characteristics of ... Experiments on grouting-reinforced rock mass specimens with different particle sizes and features were carried out in this study to examine the effects of grouting reinforcement on the load-bearing characteristics of fractured rock mass.The strength and deformation features of grouting-reinforced rock mass were analyzed under different loading manners;the energy evolution mechanism of grouting-reinforced rock mass specimens with different particle sizes and features was investigated;the energy dissipation ratio and post-peak stress decreasing rate were employed to evaluate the bearing stability of grouting-reinforced rock mass.The results show that the strength and ductility of granite-reinforced rock mass(GRM)under biaxial loading are higher than that of sandstone-reinforced rock mass(SRM)under uniaxial loading.Besides,the energy evolution characteristics of grouting-reinforced rock mass under uniaxial and biaxial loading mainly could be divided into early,middle,and late stages.In the early stage,total,elastic,and dissipation energies were quite small with flatter curves;in the middle stage,elastic energy increased rapidly,whereas dissipation energy increased slowly;in the late stage,dissipation energy increased sharply.The energy dissipation ratio was used to represent the pre-peak plastic deformation.Under uniaxial loading,this ratio increased as the particle size increased and the pre-peak plastic deformation of grouting-reinforced rock mass became larger;under biaxial loading,it dropped as the particle size increased,and the pre-peak plastic deformation of grouting-reinforced rock mass became smaller.The post-peak stress decline rate A_(v) was used to assess the post-peak bearing performance of grouting-reinforced rock mass.Under uniaxial loading,parameter A_(v) exhibited reduction as the particle size kept increasing,and the ability of post-peak of grouting-reinforced rock mass to allow deformation development was greater,and the bearing capacity was greater;under biaxial loading,A_(v) increased with the p 展开更多
关键词 grouting-reinforced rock mass particle size energy dissipation ratio post-peak stress decreasing rate load-bearing characteristics
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GRACE observed mass loss in the middle and lower Yangtze basin 被引量:2
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作者 Jiangjun Ran Natthachet Tangdamrongsub +3 位作者 Junchao Shi Changqing Wang Lihui Wang Xiaoyun Wan 《Geodesy and Geodynamics》 2019年第2期157-162,共6页
Anthropogenic architectures have a significant impact to the environment. The Three Gorges Dam(TGD),as the largest dam in the world, is a typical example, and has influenced the mass anomalies transported by the flow ... Anthropogenic architectures have a significant impact to the environment. The Three Gorges Dam(TGD),as the largest dam in the world, is a typical example, and has influenced the mass anomalies transported by the flow downstream in the Yangtze River since June 2003. However, the evidence of TGD influence on downstream mass transportation is not documented. In this study, we analyze the monthly gravity solutions from GRACE to investigate the downstream mass variations of Yangtze River. From our results,the considerable mass loss is detected in the downstream of TGD. By comparing our estimations with the in situ water level data of TGD, we find that the mass variations derived from GRACE at Datong station decreases shortly after the impoundment of TGD. This confirms a strong connection between them.Furthermore, by comparing with the in situ sediment load and river discharge at Yichang and Datong gauging stations, we find that the sediment load data shows a similar mass loss signature while the river discharge of both stations has stay at a relative stable level. This indicates that further study is still needed to understand the mechanism better. 展开更多
关键词 GRACE mass loss The YANGTZE RIVER BASIN Sediment load RIVER discharge
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A comparative assessment of rock mass deformation modulus 被引量:3
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作者 Kadir Karaman Ferdi Cihangir Ayhan Kesimal 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第5期735-740,共6页
Deformation modulus of a rock mass(E_m) is one of the most important design parameters in construction of rock engineering projects such as underground excavations.However,difficulties are frequently encountered durin... Deformation modulus of a rock mass(E_m) is one of the most important design parameters in construction of rock engineering projects such as underground excavations.However,difficulties are frequently encountered during in-situ tests which are also time-consuming and expensive for determining this parameter.Although E_m is often estimated indirectly from proposed equations by different researchers,many of these equations cannot be used in case of problematic rock conditions(thinly bedded,highly jointed rock masses,etc.) as high quality core samples are required.This study aims to explore more practical and useful equation for E_m estimation using Rock Quality Designation(RQD) and point load index values.Comparisons were made between available empirical equations and the proposed E_m equation in terms of the estimation capacity.Multiple comparison tests(ANOVA) showed that E_m can be reliably estimated using proposed equation especially at the preliminary stages of projects. 展开更多
关键词 Rock mass deformation modulus RQD RMR Q RMI Point load index
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含浅层节理的岩体层裂数值模拟研究 被引量:3
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作者 姚远 张振南 《地下空间与工程学报》 CSCD 北大核心 2018年第1期101-108,共8页
冲击荷载作用下的岩体层裂是围岩屈曲失稳及岩爆的重要诱发因素。为研究围岩内部浅层节理对层裂行为的影响,采用相关键元胞力学模型(Correlated Lattice Bond CellCLBC)对此问题进行数值模拟研究。为了便于分析,以冲击荷载作用下不含节... 冲击荷载作用下的岩体层裂是围岩屈曲失稳及岩爆的重要诱发因素。为研究围岩内部浅层节理对层裂行为的影响,采用相关键元胞力学模型(Correlated Lattice Bond CellCLBC)对此问题进行数值模拟研究。为了便于分析,以冲击荷载作用下不含节理的石梁层裂作为参考,将其层裂裂纹作为参考裂纹,层裂位置作为参考位置。相对于参考位置,分别在石梁中预设平行裂纹和斜裂纹组(相对于参考层裂裂纹),然后模拟相同荷载作用下的层裂行为。研究结果表明:浅层节理是否对岩体层裂产生影响取决于其相对参考层裂的位置和夹角。当平行节理位于参考层裂以内(远离自由面)时,平行节理对层裂没有影响;而当其处于参考层裂以外(近于自由面)时,应力波将其拉开、扩展,形成阶梯状层裂。对于斜节理组情形则更为复杂,但对于不同斜节理组其共同点都会在参考位置处产生层裂,并且表层岩石(层裂以外)都会被切割成块体沿斜节理方向弹出。当斜节理组位于参考位置以内时,斜节理发生扩展至自由面;当其位于参考位置以外时,只是在参考位置发生层裂;而当其跨越参考位置延伸至自由面时,在参考位置以内会产生平行于斜节理的衍生裂纹。该研究揭示了含浅层节理的岩体层裂规律,为分析围岩层裂行为提供了有意义参考,进而为进一步分析围岩屈曲失稳和岩爆提供必要的前提。 展开更多
关键词 围岩 浅层节理 冲击荷载 层裂 相关键元胞模型
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蜂窝夹层复合材料小质量冲击接触力的分析 被引量:3
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作者 李娜 尤青文 《科学技术与工程》 北大核心 2020年第14期5558-5565,共8页
研制了多角度小质量冲击试验机,可对蜂窝夹层复合材料进行不同角度、不同冲击能量的冲击。使用冲击加速度传感器测量冲击接触力。在已有仿真模型的基础上,使用降低面板抗弯刚度的方法来模拟分层损伤的产生,从而预测分层发生后的冲击接... 研制了多角度小质量冲击试验机,可对蜂窝夹层复合材料进行不同角度、不同冲击能量的冲击。使用冲击加速度传感器测量冲击接触力。在已有仿真模型的基础上,使用降低面板抗弯刚度的方法来模拟分层损伤的产生,从而预测分层发生后的冲击接触力。实验结果表明,仿真得到的冲击力与前者吻合较好。通过仿真分析夹层板参数对冲击力的影响,发现面板的等效抗弯刚度和芯材的压缩强度对冲击周期和最大冲击接触力具有较大的影响,而芯材的厚度和模量则对冲击周期和冲击接触力的影响较小。 展开更多
关键词 蜂窝夹层复合材料 小质量 斜冲击 分层 接触力
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