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粉喷桩加固城市深厚软土路堤效果实例分析
引用本文:刘亚洲,吴立鹏.粉喷桩加固城市深厚软土路堤效果实例分析[J].城市道桥与防洪,2007(5):139-142.
作者姓名:刘亚洲  吴立鹏
作者单位:武汉市政工程设计研究院有限责任公司,湖北武汉,430015
摘    要:城市深厚软土路堤路基稳定性较差、沉降较大,即使采用粉喷桩加固后,有时亦难以达到满意效果。该文针对工程实例综合对比分析,认为软土层含水量高、塑性指数高、有机质及同结特性等主要因素导致水泥土强度较低,进而影响桩体质量和路堤路基稳定性及沉降,并提出改进措施,提出其它质量更可控制的地基处理方法和桥梁方案建议。

关 键 词:软土路堤  路基稳定性和沉降  粉喷桩加固
文章编号:1009-7716(2007)05-0139-04
收稿时间:2007-03-16
修稿时间:2007-03-16

Analysis of Practical Example for Powder Spraying Pile Reinforcing Urban Deep Thick Soft Soil Embankment
Liu Yazhou,Wu Lipeng.Analysis of Practical Example for Powder Spraying Pile Reinforcing Urban Deep Thick Soft Soil Embankment[J].Urban Roads Bridges & Flood Control,2007(5):139-142.
Authors:Liu Yazhou  Wu Lipeng
Abstract:The stability of urban deep-thick soft soil embankment subgrade is worse and its set- tlement is larger.Even if the powder spraying pile is used to reinforce,it is difficult to reach the satisfied result sometime.In the light of comprehensively comparison and analysis of the en- gineering practices,the article considers that the water content of soft soil is high,the plastic index is high,and the main factors of the organic matter and consolidation characteristic result in lower strength of the cement soil so as to influence the quality of the pile body and the sta- bility and settlement of the embankment subgrade,and puts forward the improving measures,and the other subgrade treatment methods more able to control the quality and the bridge scheme suggestions.
Keywords:soft soil embankment  subgrade stability and settlement  powder spraying pile reinforcing
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