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摘要:
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本文系统地介绍了近几年真空预压施工技术的改进情况,对采用改进后技术加固地基的效果与改进前进行了比较、分析,得出了采用改进后技术加固地基具有真空度高,单台(套)抽真空装置控制面积大,加固效果好,成本低的结论。
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Technologlcal innovation in the construction of vacuum preloading in recent years has been systernatically introduced. The comparlson and analysis have been carried out on the ground improvement effects by vacuum preloading after technological innovation. The conclusion is that a high vacuum degree under membrane, significant control area by a single vacuurn equipment, excellent improvement effect and low cost can be obtained if using innovated vacuum preloading technology.
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