A new calculation method for the bearing capacity of soft soil foundation

被引:7
|
作者
Zhu, Fu [1 ,2 ]
Zhang, Wanxi [1 ]
Dong, Weizhi [2 ]
Sun, Mingzhi [1 ]
机构
[1] Jilin Univ, Coll Mat Sci & Engn, Changchun, Jilin, Peoples R China
[2] JiLin JianZhu Univ, Coll Transportat Sci & Engn, 5088 Xin Cheng St, Changchun 130118, Jilin, Peoples R China
关键词
Soil mechanics; unified strength theory; bearing capacity; consolidation; crusty layer;
D O I
10.1177/1687814017732520
中图分类号
O414.1 [热力学];
学科分类号
摘要
The increase in bearing capacity under the influence of consolidation is the main feature of a soft foundation on the stage of subgrade filling. The effects of consolidation, intermediate principal stress, earth pressure at rest, and presence of a crusty layer were all considered. Based on the unified strength theory, new theoretical formulas for critical edge load and critical load were deduced. The solution of the Mohr-Coulomb strength theory is a special case of the unified strength theory. The proposed formulas were analyzed and validated on a practical railway subgrade filling project in an area with soft soils. The calculated results showed good agreement with experimental results. The new formulas provide not only a theoretical basis for the calculation of the bearing capacity of a soft soil foundation but also a reference for calculating the safe height of subgrade filling in a soft soil area. Using the new formulas to calculate the bearing capacity of the soft soil foundation and the filling height of embankment under different degrees of consolidation, it is possible to understand the variation pattern of the bearing capacity of the foundation during construction of the embankment filling, which provides significant guidance for the safe filling of the embankment on a soft soil foundation.
引用
收藏
页数:7
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