Load-Displacement Relationship of Single Piles in Clay Considering Different Tip Grouting Volumes and Grouting Returned Heights

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【作者】C. F. Zhao，Y. Wu，C. Zhao，Y. Wang
【作者单位】Authors C. F. Zhao Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [emailprotected] Y. Wu Ph.D. Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [emailprotected] C. Zhao Associate Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; Professor, College of Engineering, Tibet Univ., Lasa 850000, China (corresponding author). Email: [emailprotected] Y. Wang Professor, College of Engineering, Tibet Univ., Lasa 850000, China. Email: [emailprotected] com
【年份】2020
【卷号】Vol.20 No.2
【ISSN】1532-3641;1943-5622
【摘要】 A total of five model nondisplacement piles tests were conducted to analyze the different volumes of tip grouting on the pile load-displacement response. The ultimate compressive bearing capacity of single piles with different tip grouting volumes is...
【文献类型】期刊