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强夯砂土桩复合地基承载力的试验研究
引用本文:张凤文,王庭林.强夯砂土桩复合地基承载力的试验研究[J].岩土力学,2000,21(1):81-83.
作者姓名:张凤文  王庭林
作者单位:燕山大学 土木系, 河北 秦皇岛 066000) ( 秦皇岛港口修建公司, 河北 秦皇岛 066000
摘    要:借鉴砂井法加固粘性土地基的机理, 提出了用强夯砂土桩法加固饱和粉质粘土地基, 对某工程试夯区进行的现场试验表明,不仅砂土桩本身密实性好、强度高, 而且桩间土的物理力学性能也得到了很好的改善, 复合地基承载力得到了大幅提高。工程应用结果也证实加固效果显著。

关 键 词:复合地基    强夯    砂土桩    饱和粉质粘土  
收稿时间:1999-05-14
修稿时间:1999-05-14

An experimental study of bearing-capacity of composite foundation reinforced with dynamical sand piles
Zhang Fengwen,Wang Tinglin.An experimental study of bearing-capacity of composite foundation reinforced with dynamical sand piles[J].Rock and Soil Mechanics,2000,21(1):81-83.
Authors:Zhang Fengwen  Wang Tinglin
Institution:Yanshan University, Qinhuangdao 066000, China) ( Qinhuangdao Portal Construction Corportion, Qinhuangdao 066000, China
Abstract:Drawing the experiences of mechanism of reinforcing clay-soil foundation in the sand drain method, the present paper puts forward a method in which the saturated silty clay foundation is reinforced by dynamical sand-soil piles. Loading testing research on proving zone of a practical project has showed that not only the sand piles have high density and strength, but also have physical and mechanical properties of ground soil been significantly improved. Bearing capacity of composite ground has been greatly enhanced. Application of the method to the project also proves the testing results.
Keywords:composite foundation  dynamic consolidation  sand pile  saturated silty clay  
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