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Field tests on pullout behavior of eccentric grillage foundation in aeolian sand | |
Qian Zeng-zhen; Lu Xian-long; Ding Shi-jun | |
通讯作者 | Qian, ZZ |
来源期刊 | ROCK AND SOIL MECHANICS
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ISSN | 1000-7598 |
出版年 | 2013 |
卷号 | 34期号:4页码:1097-1102 |
英文摘要 | In MU US desert, full-scale in-site tests on the bearing capacity of eccentric grillage foundations subjected to the uplift and uplift combined with horizontal loading were carried out respectively. The load-displacement both of foundation top plane and ground surface, and the soil pressure acted on the footing slab were measured. The uplift mechanism of foundation was analyzed. The results show that under the uplift, uplift combined with horizontal loadings, the load-displacement of the eccentric grillage foundation presented two-staged behavior. Under uplift load only, the ultimate uplift resistance is assumed to be the sum of the dead weight of foundation and the soil mass contained above the bottom of the assembled slab base. The movement resulted by the eccentricity reduced the uplift bearing capacity of foundation. However, under uplift combined with horizontal loading, the ultimate uplift load increased 8.7 percent by comparison to the uplift load case. It indicate that the eccentric foundation structure is more suitable to the load case of uplift combined with horizontal loading in engineering. The angle delta, the consultant to the line from centroid of slab to top plane, is suggested to reflect the eccentricity and applied loads. According to the test results, the pullout capacity decrease rapidly with the increasing of angle d. |
英文关键词 | eccentric grillage foundation aeolian sand uplift combined with horizontal loading breakout factor |
类型 | Article |
语种 | 中文 |
收录类别 | ESCI |
WOS记录号 | WOS:000409799600027 |
WOS类目 | Engineering, Geological |
WOS研究方向 | Engineering |
资源类型 | 期刊论文 |
条目标识符 | http://119.78.100.177/qdio/handle/2XILL650/330474 |
作者单位 | [Qian Zeng-zhen; Lu Xian-long] China Univ Geosci Beijing, Sch Engn & Technol, Beijing 100083, Peoples R China; [Lu Xian-long; Ding Shi-jun] China Elect Power Res Inst, Beijing 100192, Peoples R China |
推荐引用方式 GB/T 7714 | Qian Zeng-zhen,Lu Xian-long,Ding Shi-jun. Field tests on pullout behavior of eccentric grillage foundation in aeolian sand[J],2013,34(4):1097-1102. |
APA | Qian Zeng-zhen,Lu Xian-long,&Ding Shi-jun.(2013).Field tests on pullout behavior of eccentric grillage foundation in aeolian sand.ROCK AND SOIL MECHANICS,34(4),1097-1102. |
MLA | Qian Zeng-zhen,et al."Field tests on pullout behavior of eccentric grillage foundation in aeolian sand".ROCK AND SOIL MECHANICS 34.4(2013):1097-1102. |
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