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海外高强混凝土联锁块的预制工艺及参数控制 被引量:7
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作者 许俊海 孙钱平 +1 位作者 冯广伟 刘正 《中国水运(下半月)》 2013年第10期298-299,319,共3页
文中以毛里塔尼亚联锁块预制工程为实例,在原材料各项试验的基础上设计出合理配合比,并在设备上经过一系列的试验对比,得出在该国家和设备条件下的混凝土联锁块预制工艺的各种参数,并采取相应的措施进行质量控制,取得了显著的效果。为... 文中以毛里塔尼亚联锁块预制工程为实例,在原材料各项试验的基础上设计出合理配合比,并在设备上经过一系列的试验对比,得出在该国家和设备条件下的混凝土联锁块预制工艺的各种参数,并采取相应的措施进行质量控制,取得了显著的效果。为在其它国家类似块体预制上,较高效率地找到预制成型的各项参数和质量提供可借鉴的途径。 展开更多
关键词 混凝土联锁块 工艺参数 质量控制 振压时间 布料时间
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Fast-Lock Low-Jitter PLL with a Simple Phase-Frequency Detector 被引量:3
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作者 陈莹梅 王志功 章丽 《Journal of Semiconductors》 EI CAS CSCD 北大核心 2008年第1期88-92,共5页
A fast-locking, low-jitter, phase-locked loop (PLL) with a simple phase-frequency detector is proposed. The phase-frequency detector is composed of only two XOR gates. It simultaneously achieves low jitter and short... A fast-locking, low-jitter, phase-locked loop (PLL) with a simple phase-frequency detector is proposed. The phase-frequency detector is composed of only two XOR gates. It simultaneously achieves low jitter and short locking time. The voltage-controlled oscillator within the PLL consists of four-stage ring oscillators which are coupled to each other and oscillate with the same frequency and a phase shift of 45. The PLL is fabricated in 0. 1Stem CMOS technology. The measured phase noise of the PLL output at 500kHz offset from the 5GHz center frequency is - 102.6dBc/Hz. The circuit exhibits a capture range of 280MHz and a low RMS jitter of 2.06ps. The power dissipation excluding the output buffers is only 21.6roW at a 1.8V supply. 展开更多
关键词 phase locked loop phase-frequency detector voltage-controlled oscillator JITTER locking time
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Vibration sensitive admixture for roller compacted concrete
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作者 Zhou Hougui 《Engineering Sciences》 EI 2013年第6期2-7,共6页
In order to further speed up the construction progress,shorten the rolling time and reduce the rolling times of roller compacted concrete after analyzing work of construction progress improvement measures of roller co... In order to further speed up the construction progress,shorten the rolling time and reduce the rolling times of roller compacted concrete after analyzing work of construction progress improvement measures of roller compacted concrete,research on vibration sensitive admixture is carried out and satisfactory results are acquired.The new type vibration sensitive admixture was used in the project of Jinghong hydropower station in Yunnan Province,China.The engineering experimental results show that various indexes have been verified.Meanwhile,the compactness of roller compacted concrete is improved under the same rolling times,the rolling times and the duration time can be reduced under the same compactness requirement in construction practice. 展开更多
关键词 concrete admixture vibration sensitive roller compacted concrete rapid construction
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Variations of shear wave splitting in the 2013 Lushan Ms7.0 earthquake region 被引量:12
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作者 CHANG LiJun DING ZhiFeng WANG ChunYong 《Science China Earth Sciences》 SCIE EI CAS 2014年第9期2045-2052,共8页
In this paper, variations of shear wave splitting in the 2013 Lushan Ms7.0 earthquake sequence were studied. By analyzing shear wave particle motion of local events in the shear wave window, the fast polarization dire... In this paper, variations of shear wave splitting in the 2013 Lushan Ms7.0 earthquake sequence were studied. By analyzing shear wave particle motion of local events in the shear wave window, the fast polarization directions and the delay time between fast and slow shear waves were derived from seismic recordings at eight stations on the southern segment of the Longmenshan fault zone. In the study region, the fast polarization directions show partition characteristics from south to north. And the systematic changes of the time delays between two split shear waves were also observed. As for spatial distribution, the NE fast polarization directions are consistent with the Longmenshan fault strike in the south of focal region, whereas the NW fast direction is parallel to the direction of regional principal compressive stress in the north of focal region. Stations BAX and TQU are respectively located on the Central and Front-range faults, and because of the direct influence of these faults, the fast directions at both stations show particularity. In time domain, after the main shock, the delay times at stations increased rapidly, and decreased after a period of time. Shear-wave splitting was caused mostly by stress-aligned microcracks in rock below the stations. The results demonstrate changes of local stress field during the main shock and the aftershocks. The stress on the Lushan Ms7.0 earthquake region increased after the main shock, with the stress release caused by the aftershocks and the stress reduced in the late stage. 展开更多
关键词 shear wave splitting crustal stress Lushan Ms7.0 earthquake fast wave direction delay time
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