期刊文献+
共找到7篇文章
< 1 >
每页显示 20 50 100
松散堆积体斜坡变形-滑移过程的声发射特征参数演化规律
1
作者 李龙灿 吴鑫 +4 位作者 刘永红 海英 张满 张龙梅 黄成佳 《中国地质灾害与防治学报》 CSCD 2024年第5期151-159,共9页
松散堆积体在自然界和工业生产中广泛存在,有复杂的力学性质和相对较高的失稳风险。为研究其在斜坡变形中的滑移失稳过程,基于声发射技术探究了松散体从静止、蠕变到滑移整个过程中声学特征演化规律。分析松散体在滑移过程中的声发射特... 松散堆积体在自然界和工业生产中广泛存在,有复杂的力学性质和相对较高的失稳风险。为研究其在斜坡变形中的滑移失稳过程,基于声发射技术探究了松散体从静止、蠕变到滑移整个过程中声学特征演化规律。分析松散体在滑移过程中的声发射特征(acoustic emission,AE)参数,然后结合松散体的状态变化对AE演化阶段进行了划分,最后结合颗粒图像测速法(particle image velocimetry,PIV)分析和频谱变化进一步验证了松散体滑移过程的AE演化规律。结果表明:振铃计数和能量随滑移过程而逐渐增大,b值(小事件数与大事件数的比值)随滑移过程逐渐降低,b值、振铃计数和能量的滑移门槛值为0.2、5000次和1500 mV·ms,其中b值对松散体的状态变化更敏感;频谱重心在临滑移前期有30~50 kHz的降幅,而后发生震荡变化,其震荡时间区域正好对应振铃计数和能量数值相对较高及b值相对较低的时间区域;此外松散体滑移前存在一个重要的“窗口期”,说明AE技术具有识别松散体滑坡前兆的潜力。 展开更多
关键词 声发射 松散堆积体 滑坡监测 滑移过程 PIV
下载PDF
大型钢结构滑移过程多点水平同步牵引施工技术分析 被引量:1
2
作者 朱丁 邢济岐 +2 位作者 徐飞飞 杨梓涵 李浩楠 《中国建筑装饰装修》 2022年第18期61-63,共3页
本文以陕西省西安市儿童医院经开院区项目为例,分析了该项目的滑移施工方案,探究了滑移过程导致不同步的影响因素。为确保施工安全,施工单位可结合实际情况采用同步牵引施工技术,以此提升施工质量。在此过程中,施工单位要做好准备工作,... 本文以陕西省西安市儿童医院经开院区项目为例,分析了该项目的滑移施工方案,探究了滑移过程导致不同步的影响因素。为确保施工安全,施工单位可结合实际情况采用同步牵引施工技术,以此提升施工质量。在此过程中,施工单位要做好准备工作,合理制作竖向液压提升平台,做好设备安装及调试等工作,保证施工全过程的可靠性与稳定性,保证大型钢结构滑移过程多点水平同步牵引施工的顺利进行。 展开更多
关键词 大型钢结构 滑移过程 同步牵引 施工技术
原文传递
杭州南站主站房大跨度钢桁架屋盖滑移技术研究 被引量:6
3
作者 赫英爽 《钢结构》 北大核心 2017年第10期114-119,共6页
杭州南站主站房为方管桁架结构,整个结构上跨8条铁路营业线,根据屋盖钢桁架规模及有限的施工场地条件,屋盖钢桁架安装采用"结构分单元滑移"技术。将屋盖钢桁架划分为9个滑移单元,每个滑移单元在拼装平台分段拼装后依次进行滑... 杭州南站主站房为方管桁架结构,整个结构上跨8条铁路营业线,根据屋盖钢桁架规模及有限的施工场地条件,屋盖钢桁架安装采用"结构分单元滑移"技术。将屋盖钢桁架划分为9个滑移单元,每个滑移单元在拼装平台分段拼装后依次进行滑移施工,成功地解决了上跨运营线路、大跨度、大悬挑、起吊重量大的屋盖桁架安装难题。并利用有限元软件对整个滑移过程进行模拟分析研究,对屋盖钢桁架的受力和变形进行了全过程监控和验算,结果表明:整个滑移过程中屋盖钢桁架的受力和变形均满足设计和相关规范要求。 展开更多
关键词 上跨运营铁路 大跨度 屋盖钢桁架 安装 同步滑移 滑移过程验算 施工技术
下载PDF
120m跨度干煤棚网壳累积滑移法施工技术 被引量:6
4
作者 周观根 严永忠 +1 位作者 肖炽 张贵第 《钢结构》 2006年第3期6-9,共4页
华能北京热电厂干煤棚采用螺栓球节点三心圆柱面网壳结构。网壳平面尺寸为120m×210m,跨度为120m,网壳顶标高为43.75m,网壳厚3.8m。这在目前国内同类结构中属最大跨度的网壳工程。为了不影响原有发电厂的正常工作并考虑降低工程造价... 华能北京热电厂干煤棚采用螺栓球节点三心圆柱面网壳结构。网壳平面尺寸为120m×210m,跨度为120m,网壳顶标高为43.75m,网壳厚3.8m。这在目前国内同类结构中属最大跨度的网壳工程。为了不影响原有发电厂的正常工作并考虑降低工程造价,经多方论证,采用了一种先进的网壳施工方法———网壳累积滑移法。详细介绍了累积滑移的施工方法、滑移的施工验算及滑移节点构造等。 展开更多
关键词 三心圆柱面网壳 网壳累积滑移 滑移节点构造 滑移施工过程验算
下载PDF
Atomistic simulations of interactions between screw dislocation and twin boundaries in zirconium 被引量:5
5
作者 Xiao-zhi TANG Hui-shi ZHANG Ya-fang GUO 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2018年第6期1192-1199,共8页
Molecular statics was employed to simulate interaction between screw dislocation and twin boundaries(TB) in hexagonal close-packed zirconium. In the moving TB model, the interaction of a moving {10ˉ12} TB with a st... Molecular statics was employed to simulate interaction between screw dislocation and twin boundaries(TB) in hexagonal close-packed zirconium. In the moving TB model, the interaction of a moving {10ˉ12} TB with a static 1/311ˉ20{10ˉ10} screw dislocation was investigated. Twinning dislocation(TD) nucleation and movement play an important role in the interaction. The screw dislocation passes through the moving TB and changes to a basal one with a wide core. In the moving dislocation model, a moving 1/31120{1010} dislocation passes through the TB, converting into a basal one containing two partial dislocations and an extremely short stacking fault. If the TB changes to the {1011} one, the moving1/31120{1010} prismatic screw dislocation can be absorbed by the static TB and dissociated into two TDs on the TB. Along with the stress-strain relationship, results reveal the complicated mechanisms of interactions between the dislocation and TBs. 展开更多
关键词 twin boundary twinning dislocation slip transfer reaction athermal process
下载PDF
Study on high and steep slope stability of surface mine based on RFPA-SRM 被引量:2
6
作者 WANG Dong CAO Lan-zhu +2 位作者 PIAO Chun-de XUE Ying-dong WANG Meng 《Journal of Coal Science & Engineering(China)》 2011年第2期119-123,共5页
The instability and failure mechanism of high and steep slopes in surface mines, and the basis for some reasonable landslide prevention measures were provided using the RFPA-SRM. Based on the actual progress of the Pi... The instability and failure mechanism of high and steep slopes in surface mines, and the basis for some reasonable landslide prevention measures were provided using the RFPA-SRM. Based on the actual progress of the Pingzhuang Western Surface Mine and based on strength reduction method, the dynamic instability processes of the top high and steep slope was simulated. Also, the landslide mode was determined, the characteristics of the displacement distribution, the deformation, failure, and the stress distribution in the slope were demonstrated, and the stability was calculated. Conclusions can be drawn as follows: the landslide or failure of high and steep slopes on a surface mine is a gradual process, in which the slope undergoes the generation, expansion, and connection of the fractures and the displacement increases until landslide occurs; a small portion of the upper rocks fail due to the tension and the lower rocks fail due to the shear; the potential sliding surface is combined and the essential cause of the landslide is the shear stress concentration. 展开更多
关键词 strength reduction method high and steep slope slope stability landslide mechanism RFPA-SRM
下载PDF
Frequency-dependent rupture process,stress change,and seismogenic mechanism of the 25 April 2015 Nepal Gorkha M_w 7.8 earthquake 被引量:8
7
作者 YIN JiuXun YAO HuaJian +3 位作者 YANG HongFeng LIU Jing QIN WeiZe ZHANG HaiJiang 《Science China Earth Sciences》 SCIE EI CAS CSCD 2017年第4期796-808,共13页
On 25 April 2015,an M_w 7.8 earthquake occurred on the Main Himalaya Thrust fault with a dip angle of^7° about77 km northwest of Kathmandu,Nepal.This Nepal Gorkha event is the largest one on the Himalayan thrust ... On 25 April 2015,an M_w 7.8 earthquake occurred on the Main Himalaya Thrust fault with a dip angle of^7° about77 km northwest of Kathmandu,Nepal.This Nepal Gorkha event is the largest one on the Himalayan thrust belt since 1950.Here we use the compressive sensing method in the frequency domain to track the seismic radiation and rupture process of this event using teleseismic P waves recorded by array stations in North America.We also compute the distribution of static shear stress changes on the fault plane from a coseismic slip model.Our results indicate a dominant east-southeastward unilateral rupture process from the epicenter with an average rupture speed of ~3 km s^(-1).Coseismic radiation of this earthquake shows clear frequency-dependent features.The lower frequency(0.05-0.3 Hz) radiation mainly originates from large coseismic slip regions with negative coseismic shear stress changes.In comparison,higher frequency(0.3-0.6 Hz) radiation appears to be from the down-dip part around the margin of large slip areas,which has been loaded and presents positive coseismic shear stress changes.We propose an asperity model to interpret this Nepal earthquake sequence and compare the frequency-dependent coseismic radiation with that in subduction zones.Such frequency-dependent radiation indicates the depth-varying frictional properties on the plate interface of the Nepal section in the main Himalaya thrust system,similar to previous findings in oceanic subduction zones.Our findings provide further evidence of the spatial correlation between changes of static stress status on the fault plane and the observed frequency-dependent coseismic radiation during large earthquakes.Our results show that the frequency-dependent coseismic radiation is not only found for megathrust earthquakes in the oceanic subduction environment,but also holds true for thrust events in the continental collision zone. 展开更多
关键词 Pg wave Tomography Crust Velocity Anisotropy Volcano
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部