Construction Technique of Cement-Soil Mixing Anchor in Foundation Pit In Soft Soil Area

被引:1
作者
Liu, Ganbin [1 ]
Ye, Ronghua [1 ]
Xu, Li [1 ]
Shen, Xueyi [1 ]
机构
[1] Ningbo Univ, Coll Civil Engn, Ningbo 315211, Zhejiang, Peoples R China
来源
ADVANCES IN BUILDING MATERIALS, PTS 1-3 | 2011年 / 261-263卷
关键词
Construction technique; Cement-soil mixing anchor; Foundation pit; PULLOUT CAPACITY; MARINE CLAYS;
D O I
10.4028/www.scientific.net/AMR.261-263.1784
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, the construction technique of a new soil anchor-the cement-soil mixing anchor, which is applicable in the area of soft clay, is introduced. During the construction of the anchor, the drill pipe and blade is served as a reinforced body and formed an anchorage body with the cement-soil body. The material and making, technics parameters, mechanical equipment and construction requirement of the cement-soil mixing anchor are presented firstly. Then, the uplift tests of the cement-soil mixing anchor are carried out, and the ultimate pullout force which is 1.6 times greater than that of the soil nailing in the same condition is obtained. At last, an application of the cement-soil mixing anchor in a foundation pit is given. The test results shown that the application of the cement-soil mixing anchor can reach the expected reinforcement effect. Therefore, this framework can then be used by design engineers to more confidently estimate the pullout capacity of cement-soil mixing anchors under tension loading.
引用
收藏
页码:1784 / 1788
页数:5
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