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51.
Ji-Cheng Wang Jianlin Yu Ma Shiguo Xiaonan Gong 《Marine Georesources & Geotechnology》2016,34(5):409-419
Methods of energy and momentum conservation, vibration theories, and model tests are employed to research the impact force of a hammer on a pile and the pile's penetration. An analytical formula of impact force of the hammer on pile is obtained. A comparison of results from the three methods finds that the analytical formula proposed by this article conforms well to practical situations. Research results show that if the hammer's impact energy remains unchanged, penetration increases with the increase of hammer weight and cushion stiffness. In addition, the impact force received by the pile head degrades with the increase of hammer weight, but increases with the increase of cushion stiffness. Impact time decreases with the increase of cushion stiffness, but increases with the increase of hammer weight. The model test shows that, when compared with a cotton cloth cushion, an elastic cushion's advantages lie in that the relatively small pile head impact force can achieve significant pile penetration. The cotton cloth is gradually compacted with the increase of blow counts; hence, the impact force the pile head receives tends to increase gradually. 相似文献
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SCHMIDT‐HAMMER EXPOSURE AGES FROM PERIGLACIAL PATTERNED GROUND (SORTED CIRCLES) IN JOTUNHEIMEN,NORWAY, AND THEIR INTERPRETATIVE PROBLEMS 下载免费PDF全文
STEFAN WINKLER JOHN A. MATTHEWS RICHARD W. MOURNE PETER WILSON 《Geografiska Annaler: Series A, Physical Geography》2016,98(3):265-285
Periglacial patterned ground (sorted circles and polygons) along an altitudinal profile at Juvflya in central Jotunheimen, southern Norway, is investigated using Schmidt‐hammer exposure‐age dating (SHD). The patterned ground surfaces exhibit R‐value distributions with platycurtic modes, broad plateaus, narrow tails, and a negative skew. Sample sites located between 1500 and 1925 m a.s.l. indicate a distinct altitudinal gradient of increasing mean R‐values towards higher altitudes interpreted as a chronological function. An established regional SHD calibration curve for Jotunheimen yielded mean boulder exposure ages in the range 6910 ± 510 to 8240 ± 495 years ago. These SHD ages are indicative of the timing of patterned ground formation, representing minimum ages for active boulder upfreezing and maximum ages for the stabilization of boulders in the encircling gutters. Despite uncertainties associated with the calibration curve and the age distribution of the boulders, the early‐Holocene age of the patterned ground surfaces, the apparent cessation of major activity during the Holocene Thermal Maximum (HTM) and continuing lack of late‐Holocene activity clarify existing understanding of the process dynamics and palaeoclimatic significance of large‐scale sorted patterned ground as an indicator of a permafrost environment. The interpretation of SHD ages from patterned ground surfaces remains challenging, however, owing to their diachronous nature, the potential for a complex history of formation, and the influence of local, non‐climatic factors. 相似文献
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贵州省浅层地热能资源丰富,开发潜力巨大,但碳酸盐岩地层分布广、浅表岩溶裂隙极为发育,浅层地埋管施工难度大。以贵州仁怀妇幼保健院浅层地温中央空调地埋管工程为例,采用偏心潜孔锤跟管钻进、潜孔锤钻进、简便除尘器除尘、固结封堵和圆木封隔溶洞、提吊法下管等技术措施,解决了在由于溶蚀和断裂构造及河流深切割作用造成的局部岩溶发育以及地埋管埋置深度内无水的岩溶疏干区进行地埋管施工面临的松散浅表回填及岩溶软弱层成孔困难、全孔段无液面潜孔锤钻进粉尘污染环境、溶洞跑管(PE管)等技术难题,在保证了工程质量、安全的同时提高了施工效率,为类似工程提供了施工经验。 相似文献
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在深部地热开采中所钻遇的花岗岩地层,由于其硬度高、研磨性强、致密、可钻性差,致使钻进效率低、钻头消耗大、钻探周期长、成本高等。在“张家口地区地热资源调查评价”项目ZK01-2井施工中,为提高钻探效率,降低钻探周期与成本,采用了射流式液动冲击器配牙轮钻头的钻进方法,在硬岩地层中实现了高效破岩的应用效果。钻进过程中还对排量、钻压、转速等多种钻井工艺参数进行了优化分析,并进行了多次现场试验验证。应用结果表明,硬岩地层在进尺相同的条件下,采用射流式液动冲击器提速钻进比常规普钻效率提高了30%以上,大幅提高了硬岩地层的机械钻速,有效提升了钻探效率,起到了高效破岩的作用,为花岗岩等硬岩地层提速增效提供了重要的技术支撑。 相似文献
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