双液注浆法在巨厚填土层加固施工中的应用
投稿时间:2014-02-18  修订日期:2014-05-26  点此下载全文
引用本文:李玉龙,姜玮.双液注浆法在巨厚填土层加固施工中的应用[J].钻探工程,2014,41(8):70-72.
LI Yu-long,JIANG Wei. Application of Double-liquid Grouting Method in Consolidation Construction of Extremely Thick Fill Soil Layer[J]. Drilling Engineering, 2014,41(8):70-72.
摘要点击次数: 994
全文下载次数: 625
作者单位E-mail
李玉龙* 北京航天勘察设计研究院有限公司 lyl_0801@126.com 
姜玮 北京航天勘察设计研究院有限公司 jiangwei51892@163.com 
中文摘要:承德某桩基工程,在无法干成孔作业的巨厚层矿渣地层中,首先采用双液注浆法加固,然后再进行旋挖钻机干成孔。实践表明,该方法在处理松散的巨厚填土层加固是可行的,能达到良好的处理效果;控制配比和溶液的使用量是关键;加固后的土体自稳能力和承载力均有所提高。
中文关键词:双液注浆法  土层加固  注浆工艺  巨厚填土层
 
Application of Double-liquid Grouting Method in Consolidation Construction of Extremely Thick Fill Soil Layer
Abstract:In the slag formation of a pile foundation engineering of Chengde, dry hole-forming operation could not be applied in extremely thick fill soil layer, double liquid grouting method was used first for consolidation and then dry hole-forming construction was made by rotary drilling rig. The practice shows that this method is feasible in the loose extremely thick fill soil consolidation with good treatment effect. In this case, the ratio and volume of solution are the key factors. The self-stable ability and the bearing capacity of the soil are improved by consolidation.
keywords:double liquid grouting  ground consolidation  grouting technology  extremely thick fill soil layer
查看全文  查看/发表评论  下载PDF阅读器