Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Pingbao Yin"'
Publikováno v:
Shuiwen dizhi gongcheng dizhi, Vol 51, Iss 4, Pp 125-134 (2024)
The current design of member foundation only considers horizontal forces (H) and ignores the effect of torque (T), which may lead to torsional failure of the foundation. To analyze the bearing characteristics of rigid rectangular foundation subjected
Externí odkaz:
https://doaj.org/article/144a713951b943689641baaa8bc8caa3
Publikováno v:
Journal of Marine Science and Engineering, Vol 11, Iss 2, p 247 (2023)
In order to study the influence of the creep of soft soil and the corrosion damage of reinforced concrete on the horizontal bearing behavior of piles, the novel p-y curve model was established considering the time-varying characteristics of soil para
Externí odkaz:
https://doaj.org/article/f737027ec3284b03b26b432d52322365
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
A simplified nonlinear method was proposed to evaluate lateral behavior of a pile located in or nearby a slope, based on the traditional p-y method. This method was validated with field test results of a steel pipe pile in clay and model tests of pil
Externí odkaz:
https://doaj.org/article/32a45ac450aa4f6a9463d42e5eafc3e9
Publikováno v:
Journal of Cold Regions Engineering. 37
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f65e11693650a27f97acef641add2c8
https://doi.org/10.1061/jcrgei.creng-703
https://doi.org/10.1061/jcrgei.creng-703
Publikováno v:
Cold Regions Science and Technology. 207:103778
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::341cef300609bdf78ade8beff4183970
https://doi.org/10.1016/j.coldregions.2023.103778
https://doi.org/10.1016/j.coldregions.2023.103778
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0390e32b5364a02168a7ebdb8a8a5348
https://doi.org/10.2139/ssrn.4173278
https://doi.org/10.2139/ssrn.4173278
Publikováno v:
Computers and Geotechnics. 85:177-185
This study deals with the formulation of an analytical solution for load transfer in drilled shaft and its application. The emphasis is on quantifying the mobilization of side resistances, which are closely related to shear behaviors of the concrete-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48e821bce93cf6529ceb965cec3cd24e
https://doi.org/10.1016/j.compgeo.2016.12.023
https://doi.org/10.1016/j.compgeo.2016.12.023
Publikováno v:
ICNSC
The guidance system is an important component of AGV. In order to obtain the guidance system with low cost, high flexibility and precision, a combinatorial inertial guidance method is proposed in this paper. The inertial guidance system is composed o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d927ca1d3b67752ddda2d84608b22c8a
https://doi.org/10.1109/icnsc.2018.8361286
https://doi.org/10.1109/icnsc.2018.8361286
Publikováno v:
Mathematical Problems in Engineering, Vol 2014 (2014)
Ultimate capacity and failure surface position of uplift piles are dependent on soil parameters. In this paper, the horizontal slice method is used to discuss the relation among the ultimate uplift capacity, the failure surface position, and soil par
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::45bea2344094dffa35d8e16c41f1e8df
https://doaj.org/article/81009cc178a647f2bc8720bbf3375903
https://doaj.org/article/81009cc178a647f2bc8720bbf3375903
Publikováno v:
Mathematical Problems in Engineering; 2014, p1-6, 6p