1) vibroflotation sand compaction pile
振冲挤密砂桩
1.
Base on the geological condition,this paper analyzes some probably ground treatment methods,especially discusses pile form,pile length,bearing capacity and settlement of vibroflotation sand compaction pile.
根据２２０ｋＶ彩塘变电站的工程地质条件， 分析了几种可能的地基处理方法， 重点论述了振冲挤密砂桩的布桩型式、桩长、承载力与沉降验算。
2) vibrated dense pile
振冲挤密桩
3) vibro-compaction granular pile
振动挤密砂石桩
1.
Based on the treatment practices of sandy soil foundation with vibro-compaction granular piles for the large oil tanks of Maoming Petrochemical Company in Maoming City,Guangdong Provinces,ome problems about the design of vibro-compaction granular piles are discussed.
基于振动挤密砂石桩加固茂名石油化工公司多座大型油罐砂性地基的工程实践,首先探讨了振动挤密砂石桩设计理论的几个问题;然后根据现场测试资料分析了地基加固效果。
4) vibro-squeezing sand pile
振动挤密砂桩
1.
The paper takes the project as an example,and uses the method of taking the rate of filling sand as the parameter to design the vibro-squeezing sand pile for treating the foundation of liquefaction.
该文结合工程实例 ,采用以灌砂率为参数的方法设计振动挤密砂桩处理液化地基 ,经检测 ,不仅消除砂土液化且提高了单桩承载力 ,为减少混凝土桩提供了必要条件 ,从而降低了成本 ,提高了经济效
5) pile of broken stones vibration
碎石挤密振冲桩
6) garrulous stone marker's field
振冲挤密碎石桩
补充资料：挤密碎石桩加固地基
挤密碎石桩加固地基
挤密碎石桩加固地基
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条