摘要
针对因膨胀土胀缩性而引发的航道护岸变形问题,研究处理措施。将"多级放坡+浅层改性换填+表层隔排水+深层桩基"组合型护岸结构应用于某航道工程,达到无变形、无裂缝的工程效果,验证了该种组合结构措施抵抗膨胀土胀缩的能力,适用于有桥梁等交叉建筑物的重点航段。
To counter the problem of channel revetment deformation due to swell-shrinking of expansive soil,we probe into the countermeasures.Appling a combined revetment structure,i.e.,multi-grade slope+backfill of improved soil+surface water drainage+pile foundation,to a channel engineering,we achieve the engineering effect of no deformation and no crack.It proves that such combined structure does resist swell-shrinking of expansive soil and is suitable for the key channel part with bridge or other crossing structures.
作者
邵琪
李金凤
沈建霞
李攀
SHAO Qi;LI Jin-feng;SHEN Jian-xia;LI Pan(JSTI Group,Nanjing 210017,China)
出处
《水运工程》
北大核心
2018年第2期198-202,共5页
Port & Waterway Engineering
关键词
膨胀土
护岸结构
多级护坡设计
桩基重力挡墙
改良土回填
expansive soil
revetment structure
multi-grade slope design
gravity wall on pile
backfill of improved soil
