›› 2017, Vol. 31 ›› Issue (4): 402-405.

• 工程实录 • 上一篇    下一篇

强夯法在某工程中的应用

蔡瑞峰   

  1. (新疆石油工程设计有限公司,新疆克拉玛依 834000)
  • 收稿日期:2016-11-07 修回日期:2016-11-17 出版日期:2017-08-20 发布日期:2017-08-22
  • 作者简介:蔡瑞峰(1983-),男,工程师,研究方向为岩土工程设计与勘察。

Application of the Dynamic Compaction Method in Loess Soils

CAI Ruifeng   

  1. (Xinjiang Petroleum Engineering Design Co. Ltd., Karamay Xinjiang 834000)
  • Received:2016-11-07 Revised:2016-11-17 Online:2017-08-20 Published:2017-08-22

摘要: 风城油田燃煤锅炉注汽工程2号燃煤注汽站岩土工程详细勘察成果显示该场地地层均匀性较差,物理力学性质不能满足设计要求,且具有II-III级溶陷,不可直接作为天然地基使用,综合分析工程场地特点、经济效益以及业主对工期的要求等因素,决定采用强夯方法对场地进行地基处理。通过对处理后的场地进行第三方检测,证明了强夯处理方法在处理此类场地时能取得良好效果。

关键词: 溶陷 , 强夯, 经济效益, 处理效果

Abstract: The detailed subsurface geotechnical investigation results indicate the poor and heterogeneous conditions underneath the proposed coalburning boiler of No. 2 CoalSteam Converting Station of Fengcheng Oil Field. The subsurface soils could not meet the design requirement as well as a wetting collapse exists in the soils. The feasibility of the soil improvement analysis indicates that the dynamic compact is the most cost effective method for the strengthening the soil strength and eliminating the wetting induced collapse in loess soils. The third party insitu testing results before and after the improvement demonstrated the success of applying this method.

Key words: Wetting Induced Collapse, Dynamic Compaction, Cost Comparisons, Improvement Verifications