Comparison of one-way shearing test between coarse-grained soils and reinforced earth

被引：0
|
作者：
Deng, Guodong [1 ]
Zhang, Jiasheng [1 ]
Shi, Xiong [1 ]
Meng, Fei [1 ]
Song, Liangliang [2 ]
Cao, Xianfa [1 ]
机构：
[1] Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
[2] Kunming Surv Design Res Inst Co Ltd, Kunming, Peoples R China
来源：
FRONTIERS OF MANUFACTURING AND DESIGN SCIENCE IV, PTS 1-5 | 2014年 / 496-500卷
关键词：
One-way shearing test; Reinforced earth; Coarse-grained soil; Large-scale direct shearing test; PULLOUT TESTS;
D O I：
10.4028/www.scientific.net/AMM.496-500.2469
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
One-way shearing test of the coarse-grained soils and the reinforced earth was carried out under different normal stresses. The one-way shearing curves of coarse-grained soils and reinforced earth are similar. The changed curves of normal direction deformation with the shearing distance of coarse-grained soils and reinforced earth are also similar. Trend, of the curve for the normal direction deformation and the reinforced earth is shrink at first and then expand continually. Under different vertical stresses, the difference of the curve for the normal direction shift and the reinforced shift is larger. Compared with raw coarse-grained soils, the cohesive force(c) of the reinforced earth increased, but the angle internal friction (phi) decreased for the reason that the articulation effect between the grilling, and the coarse-grained soils was reduced in the progress of shearing. So, the anti-shearing strength was decreased.
引用
收藏
页码：2469 / +
页数：2
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