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素土挤密桩在某均质土坝段地基处理中的应用

ZHOU Yanguo,ZHANG Caishuang,WANG Yongxin

Hydropower And Nwe Energy（2022）

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Abstract
莲花寺水库均质土坝段地基为中、高压缩性的湿陷性黄土,水库蓄水后坝基存在湿陷、压缩引起的附加沉降,对坝体结构稳定不利.工程采取了素土挤密桩的地基处理措施,经计算和现场试桩确定了桩间距,素土挤密桩使坝基土体提升了密实度、降低了压缩性、提高了承载能力,处理效果满足了本工程对土体压缩、湿陷性要求.
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