摘要
通过真空联合堆载预压处理软基的现场试验,对控制停泵的标准(即沉降速率<5mm/月)进行分析。结果表明:该标准显然过于严格,难以达到;即使能够达到造价也过高,因此也是难以应用的。综合考虑软土卸载再加载压缩变形特性和超载引起软土超固结性,在卸载标准上进行修正,推求出实际施工停泵前允许沉降速率。
The soft soil improvement project combined with vacuum preloading and surcharge is summarized in this paper. The conventional pumping termination criterion in the preloading project is the settlement rate equal or less than 5 mm per month. The results in this case study indicate that the criterion is excessively high and is difficult to achieve or at very cost if it can be achieved. This study modifies this criterion by considering the unloading and reloading characteristics of soft soils and the over --consolidation phenomena induced by the removal of the surcharge. The pumping termination criteria can be obtained by con- sidering the allowable post construction settlement of the roadway, even if the settlement rate prior to the pumping termination is greater than the conventional 5mm per month.
出处
《土工基础》
2012年第3期64-65,108,共3页
Soil Engineering and Foundation
基金
广西研究生教育创新计划资助项目
堆载预压对淤泥质软土工程力学特性的影响研究(2011105960814M10)
关键词
软土卸载
超固结性
标准
沉降速率
停泵
Soft soil unloading, Over-consolidated characteristics, Pumping termination criterion, Settlement rate, Pumpingtermination
