Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of Laterally Loaded Piles in Undrained Clay Concave Slope
A concave slope is a common type of slope. This paper proposes a simplified method to study the effect of a clay concave slope on laterally loaded piles. The hyperbolic p-y curve model is selected as the lateral pile-soil interaction model of the concave slope. Considering the two angles of the concave slope, the variation of the ultimate soil resistance with depth is divided into two parts, and the ultimate soil resistance varies nonlinearly with depth. The reduction factor method and normalization method are used to obtain the initial stiffness. The theoretical results will be compared with the calculation results of the 3D FE analysis to prove the rationality of this method. Finally, the simplified method is used to analyze the response of laterally loaded piles under different parameters.
Analysis of Laterally Loaded Piles in Undrained Clay Concave Slope
A concave slope is a common type of slope. This paper proposes a simplified method to study the effect of a clay concave slope on laterally loaded piles. The hyperbolic p-y curve model is selected as the lateral pile-soil interaction model of the concave slope. Considering the two angles of the concave slope, the variation of the ultimate soil resistance with depth is divided into two parts, and the ultimate soil resistance varies nonlinearly with depth. The reduction factor method and normalization method are used to obtain the initial stiffness. The theoretical results will be compared with the calculation results of the 3D FE analysis to prove the rationality of this method. Finally, the simplified method is used to analyze the response of laterally loaded piles under different parameters.
Analysis of Laterally Loaded Piles in Undrained Clay Concave Slope
Chong Jiang (Autor:in) / Xintai Li (Autor:in) / Pan Liu (Autor:in) / Li Pang (Autor:in)
2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
P-Ultimate for Undrained Analysis of Laterally Loaded Piles.
| Online Contents | 1993
P-Ultimate for Undrained Analysis of Laterally Loaded Piles
| British Library Online Contents | 1993
P-Ultimate for Undrained Analysis of Laterally Loaded Piles
| Online Contents | 1994
Laterally Loaded Piles in Clay
| British Library Conference Proceedings | 1992