题名 | Test and research for key technology of cast-in-place pile construction in the area of silt-rock fill layer |
作者 | |
发表日期 | 2019 |
发表期刊 | International Journal of Mechatronics and Applied Mechanics 影响因子和分区 |
语种 | 英语 |
原始文献类型 | Journal article (JA) |
关键词 | Drills Infill drilling Load testing Rocks Silt Acoustic transmission Cast in place pile Construction technique Construction technologies Environmental-friendly In-situ test Optimal burial depths Rock Fills |
摘要 | Taking the cast-in-place pile construction project in the new campus of a University that locates in an area with silt-rock fill soil as an example, 15 cast-in-place piles were constructed using five drilling schemes and tested using full-scale tests. Data were recorded in the process of the test. The results were detected using acoustic transmission method and vertical compression static load test. Taking engineering experience into account, percussion drill method was considered as the most suitable for the construction of cast-in-place piles in areas with silt-rock fill soil. Then in-situ full-scale test of burial depth of steel casing were carried out on 21 piles which were constructed using percussion drill method and divided into 3 groups. The optimal burial depth of steel casing and the limitations of mud protection wall in rock-fill and silt soil were obtained according to the construct cost of one pile, construction period and filling coefficient. Based on the above achievements, a set of effective, high-efficient, reliable, economic and environmental-friendly construction technique was proposed and applied in the construction of 3867 cast-in-place piles in the campus. The construction indicators and actual result were satisfactory. The results can offer a reference for the construction of cast-in-place piles in areas with silt-rock fill soil. © 2019, Cefin Publishing House. All rights reserved. |
资助项目 | National Outstanding Youth Science Fund Project of National Natural Science Foundation of China[wzy2016003]; |
出版者 | Cefin Publishing House |
ISSN | 2559-6497 |
EISSN | 2559-4397 |
卷号 | 1期号:6页码:203-212 |
页数 | 12 |
收录类别 | EI ; SCOPUS |
EI入藏号 | 20194907778081 |
EI主题词 | Piles |
URL | 查看原文 |
SCOPUSEID | 2-s2.0-85075779379 |
通讯作者地址 | [Lu, Shengliang]College of Engineering,Shantou University,Shantou,515000,China |
Scopus学科分类 | Materials Science (all);Mechanics of Materials |
文献类型 | 期刊论文 |
条目标识符 | https://kms.wmu.edu.cn/handle/3ETUA0LF/34871 |
专题 | 基建处 |
通讯作者 | Lu, Shengliang |
作者单位 | 1.College of Engineering,Shantou University,Shantou,515000,China; 2.Department of architectural engineering,Wenzhou Vocational & Technical College,Wenzhou,325000,China; 3.Infrastructure construction department,Wenzhou Medical University,Wenzhou,325000,China; 4.Department of hydraulic engineering,Dalian University of Technology,Liaoning,116000,China |
推荐引用方式 GB/T 7714 | Lu, Shengliang,Zhang, Jie,Xu, Hongxing,et al. Test and research for key technology of cast-in-place pile construction in the area of silt-rock fill layer[J]. International Journal of Mechatronics and Applied Mechanics,2019,1(6):203-212. |
APA | Lu, Shengliang, Zhang, Jie, Xu, Hongxing, & Zhang, Yu. (2019). Test and research for key technology of cast-in-place pile construction in the area of silt-rock fill layer. International Journal of Mechatronics and Applied Mechanics, 1(6), 203-212. |
MLA | Lu, Shengliang,et al."Test and research for key technology of cast-in-place pile construction in the area of silt-rock fill layer".International Journal of Mechatronics and Applied Mechanics 1.6(2019):203-212. |
条目包含的文件 | 条目无相关文件。 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。
修改评论