Research on the moisture content of adjacent soil layer affecting the failure behavior of soil and the uplift bearing capacity of the MEEP pile

被引：0

作者：

Qian, Y. ^{[1
,2
]}

Teng, D. ^{[2
]}

Lu, T. ^{[3
]}

Wang, R. ^{[1
]}

机构：

[1] Jilin Jianzhu Univ, Changchun, Jilin, Peoples R China

[2] Jilin Struct & Earthquake Resistance Technol Inno, Changchun, Jilin, Peoples R China

[3] Northeast Elect Power Design Inst Co LTD, China Power Engn Consulting Grp, Changchun, Jilin, Peoples R China

来源：

BULGARIAN CHEMICAL COMMUNICATIONS | 2017年 / 49卷

基金：

中国国家自然科学基金;

关键词：

Adjacent soil layer; Moisture content; Failure behavior; Uplift bearing capacity; Multi-Extruded-Expanded-Plates pile (MEEP pile); WATER-CONTENT;

D O I：

暂无

中图分类号：

O6 [化学];

学科分类号：

0703 ;

摘要：

Using ANSYS software, an analysis model is established for a Multi-Extruded-Expanded-Plates pile (MEEP pile) in different soil layers under vertical tension. The effect of the moisture content of the adjacent soil layer (sandy soil) below and above the bearing plate on the failure behavior of soil surrounding the piles and the uplift bearing capacity of the single pile at the same time is studied. The model improved the calculation mode of uplift bearing capacity of the single pile, which provides a theoretical basis for engineering design of a MEEP pile.

引用

页码：33 / 38

页数：6