Results 41 to 50 of about 23,992 (349)
Analytical Solution of Laterally Loaded Free-Head Long Piles in Elasto-Plastic Cohesive Soils
This research study presents a closed form solution of responses of laterally loaded long piles embedded on cohesive soils with a constant subgrade modulus. The surrounding soil medium is modelled as elastic-perfectly plastic. The closed form solution is
Ayman Abd-Elhamed
doaj +1 more source
Simplified Design Method of Laterally Loaded Rigid Monopiles in Cohesionless Soil
This paper presents a simplified design method for laterally loaded rigid monopiles in cohesionless soil. The proposed design method is based on a constant depth of the rotation point and a bi-linear distribution of soil lateral reaction along the ...
Ruping Luo +4 more
doaj +1 more source
The lateral spreading of the ground due to liquefaction during earthquakes may considerably damage the embedded piles, which is an important issue in the seismic design of pile foundations.
Yung-Yen Ko, Yu-Ying Lin
doaj +1 more source
Seismic Performance and Design of Bridge Foundations in Liquefiable Ground with a Frozen Crust [PDF]
INE/AUTC 12 ...
Yang, Zhaohui “Joey”, Zhang, Xiaoyu
core
Performance of axially loaded single pile embedded in cohesive soil with cavities [PDF]
The stability of a single model pile located adjacent to a continuous cavity was studied. This paper is an attempt to understand the behaviour of axially loaded single pile embedded in clayey soil with the presences of cavities.
Al-Jazaairry, AA, Toma-Sabbagh, TM
core +1 more source
Bistable Mechanisms 3D Printing for Mechanically Programmable Vibration Control
This work introduces a 3D‐printed bistable mechanism integrated into tuned mass dampers (TMDs) for mechanically adaptive passive vibration suppression. Through optimized geometry, the bistable design provides adaptable vibration reduction across a broad range of scenarios, achieving effective vibration mitigation without complex controls or external ...
Ali Zolfagharian +4 more
wiley +1 more source
Modeling Laterally Loaded Single Piles Accounting for Nonlinear Soil-Pile Interactions
The nonlinear behavior of a laterally loaded monopile foundation is studied using the finite element method (FEM) to account for soil-pile interactions.
Maryam Mardfekri +2 more
doaj +1 more source
Hysteretic damping model for laterally loaded piles
Fatigue assessment is a critical design aspect for many offshore structures. Soil-foundation interaction has a direct impact on the system dynamic response of these structures.
Youhu Zhang +2 more
semanticscholar +1 more source
Seasonally Frozen Soil Effects on the Seismic Performance of Highway Bridges [PDF]
INE/AUTC 12 ...
Davis, Duane +4 more
core
Predicting extreme defects in additive manufacturing remains a key challenge limiting its structural reliability. This study proposes a statistical framework that integrates Extreme Value Theory with advanced process indicators to explore defect–process relationships and improve the estimation of critical defect sizes. The approach provides a basis for
Muhammad Muteeb Butt +8 more
wiley +1 more source

