摘要
针对南四湖湖西大堤加固工程填筑土料稀缺的问题,探讨了优化加固断面结构的措施,并进行了加固断面边坡稳定性验算,指出采取的优化断面结构,可有效降低堤后浸润线,控制堤内土的缩胀,降低填筑土料的膨胀性。
Aiming at the problem of west lake levee strengthening engineering filling soil material scarcity of Nansi lake, the measurement of optimizing and strengthening section structure was discussed, and the strengthening section slide slope stability calculation was. carried out, it pointed out that optimizing section structure adopted could reduce saturation line after dike effectively, control the shrinkage and expansion of soil, and reduce the expansibility of filling earth.
出处
《山西建筑》
2008年第33期23-24,共2页
Shanxi Architecture
关键词
加固工程
结构优化
膨胀性土
断面设计
strengthening engineering, structure optimization, expansive soil, section design
