Estimation of the Parameters of Quality of Jointing of Rocky Soils by the Results of Testing Bearing Piles
- 作者: Lushnikov V.1, Soldatov B.1
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隶属关系:
- GeoStroiEkspert LLI
- 期: 卷 55, 编号 6 (2019)
- 页面: 408-412
- 栏目: Experimental Investigations
- URL: https://journals.rcsi.science/0038-0741/article/view/244205
- DOI: https://doi.org/10.1007/s11204-019-09556-z
- ID: 244205
如何引用文章
详细
On the basis on full-scale tests, we give recommendations concerning the improvement of the coefficients of lowering of soil strength for the numerical analysis of drilled and driven end-bearing piles in jointed rocky soils.
作者简介
V. Lushnikov
GeoStroiEkspert LLI
编辑信件的主要联系方式.
Email: lushnikov.v37@yandex.ru
俄罗斯联邦, Ekaterinburg
B. Soldatov
GeoStroiEkspert LLI
Email: lushnikov.v37@yandex.ru
俄罗斯联邦, Ekaterinburg