电邮这篇文章 Determination of the Shear Strength of Soil Along the Lateral Surface of Driven Piles in Numerical Investigations
- 作者: Gotman N.Z.1
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隶属关系:
- Russian University of Transport, Gersevanov Scientific-Research Institute of Foundations and Underground Structures
- 期: 卷 55, 编号 6 (2019)
- 页面: 380-386
- 栏目: Design
- URL: https://journal-vniispk.ru/0038-0741/article/view/244201
- DOI: https://doi.org/10.1007/s11204-019-09552-3
- ID: 244201
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详细
We present the results of full-scale and numerical investigations of piles driven and impressed in clay soils. We propose a procedure of application of the data of sounding to the correction of the parameters (specific adhesion and the angle of internal friction) in determining the shear strength of soil along the lateral surface of piles in the numerical investigations.
作者简介
N. Gotman
Russian University of Transport, Gersevanov Scientific-Research Institute of Foundations and Underground Structures
编辑信件的主要联系方式.
Email: natalya.gotman@podzemproekt.ru
俄罗斯联邦, Moscow
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