| 超载预压塑料排水板加固软土地基试验研究 |
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| 引用本文： | 张朋,黄琴龙.超载预压塑料排水板加固软土地基试验研究[J].西部交通科技,2011(12):35-39. |
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| 作者姓名： | 张朋 黄琴龙 |
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| 作者单位： | 同济大学道路与交通工程教育部重点实验室,上海,201804 |
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| 摘 要： | 文章以我国东部沿海某新建机场地基处理工程为背景,通过动态监测加固地基的地表沉降、差异沉降、分层沉降、侧向变形、地下水位及孔隙水压力,探讨超载预压塑料排水板加固软土地基的变形规律及效果,为类似工程的优化设计和安全施工提供科学依据。
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| 关 键 词： | 超载预压 塑料排水板 软土地基 加固效果 |
Study on the Reinforced Soft Ground of Over Loading Plastic Drain Board |
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| ZHANG Peng,HUANG Qin-long.Study on the Reinforced Soft Ground of Over Loading Plastic Drain Board[J].Western China Communication Science & Technology,2011(12):35-39. |
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| Authors: | ZHANG Peng HUANG Qin-long |
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| Institution: | ZHANG Peng,HUANG Qin-long(National Key Lab of Road and Transportation,Tongji University,Shanghai,201804) |
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| Abstract: | Taking the base treatment of one newly built airport in Eastern China as an example,the article discusses the deformation principle and performance of plastic drain board based on monitoring the ground settlement,difference settlement,multi-layer settlement,sidewise deformation,underground water level and pore water pressure,which provides reference to related project design and construction. |
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| Keywords: | Overloading pre-stress Plastic drain board Soft ground Reinforcement performance |
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