Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stochastic analysis of secant piles failure induced by random imperfections
https://orcid.org/0000-0003-1530-9871
https://orcid.org/0000-0003-4172-9677
Abstract This study establishes a random model for evaluating the secant failure induced by the variation of pile diameter and drilling inclination. Based on the borehole shrinkage theory, the shape of piles in a spatial heterogeneous stratum can be generated by establishing a non-stationary random field. The drilling direction is described by two-dimensional random variables. The influences of different factors, including design parameters, geological parameters and drilling operation levels on the cumulative density functions (CDFs) of the secant piles overlap are analyzed by conducting Monte Carlo simulations. A design flow chart is proposed which can help engineers to devise safe and economical secant piles.
Stochastic analysis of secant piles failure induced by random imperfections
https://orcid.org/0000-0003-1530-9871
https://orcid.org/0000-0003-4172-9677
Abstract This study establishes a random model for evaluating the secant failure induced by the variation of pile diameter and drilling inclination. Based on the borehole shrinkage theory, the shape of piles in a spatial heterogeneous stratum can be generated by establishing a non-stationary random field. The drilling direction is described by two-dimensional random variables. The influences of different factors, including design parameters, geological parameters and drilling operation levels on the cumulative density functions (CDFs) of the secant piles overlap are analyzed by conducting Monte Carlo simulations. A design flow chart is proposed which can help engineers to devise safe and economical secant piles.
Stochastic analysis of secant piles failure induced by random imperfections
https://orcid.org/0000-0003-1530-9871
https://orcid.org/0000-0003-4172-9677
Abstract This study establishes a random model for evaluating the secant failure induced by the variation of pile diameter and drilling inclination. Based on the borehole shrinkage theory, the shape of piles in a spatial heterogeneous stratum can be generated by establishing a non-stationary random field. The drilling direction is described by two-dimensional random variables. The influences of different factors, including design parameters, geological parameters and drilling operation levels on the cumulative density functions (CDFs) of the secant piles overlap are analyzed by conducting Monte Carlo simulations. A design flow chart is proposed which can help engineers to devise safe and economical secant piles.
Stochastic analysis of secant piles failure induced by random imperfections
Jin, Dalong (Autor:in) / Li, Xinggao (Autor:in) / Yang, Yi (Autor:in) / Su, Weilin (Autor:in) / Wang, Xuyang (Autor:in)
04.05.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Probabilistic analysis of secant piles with random geometric imperfections
| Springer Verlag | 2021
Secant concrete shoring using helical piles for depth
| Europäisches Patentamt | 2023
High-altitude concrete pouring device for secant piles
| Europäisches Patentamt | 2023
Construction method for continuous construction of secant piles
| Europäisches Patentamt | 2024