高应力区加筋水泥土挡墙的应用  

APPLICATION OF REINFORCED SOIL CEMENT RETAINING WALL IN HIGH STRESS AREA

作　　者：黄新[1] 宋发 邹东峰[1] 覃建建[2] 

机构地区：[1]冶金工业部建筑研究总院,北京100088 [2]南京钢铁集团有限公司设计处,南京210035

出　　处：《工业建筑》2000年第5期78-81,共4页Industrial Construction

摘　　要：:高应力区加筋水泥土挡墙是在水泥土挡墙的内侧和外侧拉压应力较大的区域插入小型钢而构成的一种新的基坑围护工法。通过介绍该工法的结构形式和技术特点并结合实际工程的实测数据表明 :该工法技术可靠、造价低廉、施工便利、对环境影响小。A reinforced soil cement retaining wall in high stress area is a new technology for bracing of a deep excavation.The structural form and technical feature of it and the data of the measurement in practical work are presented,which indicates that this method has many advantages such as reliable safety,low cost,convenient for construction and little influence on environment.

关 键 词：基坑围护 水泥土 挡墙 加筋 技术特点 

分 类 号：TU476.4[建筑科学—结构工程] TU753.1[建筑科学—土工工程]