Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Shuai Hua Ye"'
Publikováno v:
Scientific Reports, Vol 12, Iss 1, Pp 1-21 (2022)
Abstract This paper proposes a concept of soil shear strength exertion around an anchorage section to analyze and calculate the anchor’s force and displacement. First, based on the Mohr stress circle, the numerical relationship between the value of
Externí odkaz:
https://doaj.org/article/da521948a9c74bbdb65cee969b8c01b9
Publikováno v:
Soil Mechanics and Foundation Engineering. 60:45-54
Publikováno v:
Soil Mechanics and Foundation Engineering. 59:513-520
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In recent years, anchored-frame structures are widely being used in road slopes for stabilization and improvement. The technology of frame structure with anchors is becoming more and more mature, but the pertinent theory lags behind the application.
Externí odkaz:
https://doaj.org/article/fa5b6902e0664e3a9ef5c1515091e571
Autor:
Shuai-hua Ye, Yi-lei Shi
Publikováno v:
Soil Mechanics and Foundation Engineering. 59:376-384
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In recent years, anchored-frame structures are widely being used in road slopes for stabilization and improvement. The technology of frame structure with anchors is becoming more and more mature, but the pertinent theory lags behind the application.
Autor:
An-ping Huang, Shuai-hua Ye
Publikováno v:
Soil Mechanics and Foundation Engineering. 57:8-17
There are many factors affecting the stability of cut and fill multistage slopes, and these factors exert different degrees of influence on slope stability. The grey incidence analysis method can be used to evaluate the sensitivity of these factors.
Publikováno v:
2021 4th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA).
Publikováno v:
Arabian Journal of Geosciences; Jan2022, Vol. 15 Issue 1, p1-15, 15p
Publikováno v:
Applied Mechanics and Materials. :160-165
This article aims to study the influence of negative skin friction resistance of waterishlogged pile foundation, through indoor scale model test of pile foundation in the loess areas. The program involved in the model similar than design, the model g