首页 | 本学科首页   官方微博 | 高级检索  
     检索      

湿陷性黄土的强夯震动观测
引用本文:林学文.湿陷性黄土的强夯震动观测[J].西北地震学报,1982,4(2):75-82,83.
作者姓名:林学文
作者单位:兰州地震研究所
摘    要:利用5—40吨的重锤从10—40米高空自由下落的冲力,对软弱地基进行强夯处理以达到加固的作用,是国外在六十年代末期开始采用的方法。这种方法的优点在于简便易行,成本低,效率高,效果好。我国在这方面也取得了一定的经验,但在处理湿陷性黄土方面,尚缺乏经验。尤其像兰州这样地处西北黄土高原、位于黄河谷地的老城,在城中使用强夯法时对附近的各种建筑物是否可能造成直接破坏或影响、其破坏与影响的程度和范围有多大、有无预防措施等,都需要从实验中摸索。这就是本文所述强夯震动观测的目的。

收稿时间:1981/5/13 0:00:00

OBSERVATION ON VIBRATION FROM POWERFUL RAMMER IN SOAKING SETTLING LOESS
Lin Xue-wen.OBSERVATION ON VIBRATION FROM POWERFUL RAMMER IN SOAKING SETTLING LOESS[J].Northwestern Seismological Journal,1982,4(2):75-82,83.
Authors:Lin Xue-wen
Institution:The Seismological Institute of Lanzhou
Abstract:Strengthening the foundation soil with the powerful rammer has been developed for the last 20 years.This method has gradually been emplo-yed in China since the 1970s,and during this period some results of experiment were informed but there is still not enough experience now for strengthening the soaking setting loess and for the restruction of the old urban area in cities.This is just the object for which this pa-per is written.Two construction sites in Lanzhon were chosen for obstruction on the Vibration effects from the powerful rammer.Observation was carried out along several sections.Among them some sections are across shocking protective ditches with different width and depth.The results of abservation are as follows:1.Both displacement and acceleration on soaking settling loess from the powerful rammer increase with the subseqttence of driving rammer and rapidly reduce with the distance.and the attenuation of displace-ment in radial direction is faster than that of acceleration.The chara-cteristics of attenuation of displacement and acceleration on the ident-ical point are different from each other.2.when the depth of the shocking protective ditch is greater than 2 m and its length is 5 meters more than the dimension of structures,its pretecting effects from shocking are obvious,especially for horizontal vibration in radial direction the effects of the protective are not dep-endent on its width.3.It is effective to strengthen the soaking settling loess by employing the powerful rammer.The experiment shows that the effective depth of strengthening is 3-5m,whereas the influenced depth may reach 4-9m below the ground surface.
Keywords:
本文献已被 CNKI 等数据库收录!
点击此处可从《西北地震学报》浏览原始摘要信息
点击此处可从《西北地震学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号