当前位置: X-MOL 学术Soil Mech. Found. Eng. › 论文详情
Our official English website, www.x-mol.net, welcomes your feedback! (Note: you will need to create a separate account there.)
Prediction of Bearing Capacity of Driven Piles in Semi-Rocky Soils
Soil Mechanics and Foundation Engineering ( IF 0.8 ) Pub Date : 2020-06-22 , DOI: 10.1007/s11204-020-09648-1
A. B. Ponomarev , E. N. Akbulyakova , Y. V. Ofrichter

The article discusses the prediction of the bearing capacity of driven piles on argillite-like clays and sandstones of the Permian age. The methodology was developed and field tests of piles were performed; the aspects of the formation of the bearing capacity of piles are revealed; and recommendations are formulated for the design of foundations on bases composed of of argillite-like clays and sandstones. The results can serve as a reference for the preliminary assessment of the bearing capacity of driven piles embedded in semi-rocky soils without conducting expensive and time-consuming field trials.



中文翻译:

半岩土中打入桩承载力的预测

本文讨论了在二叠纪时代的泥质类泥质和砂岩上打入桩的承载力的预测。开发了方法并进行了桩的现场测试;揭示了桩的承载力形成的各个方面;并提出了建议,以设计由像泥质粘土和砂岩组成的基础。该结果可作为初步评估埋入半岩石土壤中打入桩的承载力的参考,而无需进行昂贵且费时的现场试验。

更新日期:2020-06-23
down
wechat
bug