Results 61 to 70 of about 92,611 (307)
Model Test Study on Bearing Characteristics of Pile Foundation in Red Clay
The physical and mechanical properties of red clay have a significant influence on the bearing characteristics of pile foundations. Therefore, this paper conducted model tests to study the influence of different red clay water content (16~−20%) and ...
Hangyu Yan +4 more
doaj +1 more source
Effect of Reinforcement Ratio and Vertical Load Level on Lateral Capacity of Bridge Pile Foundations
The bearing response of pile foundations for cross-sea bridge subjected to lateral loading is investigated through threedimensional finite element numerical analyses.
Qinglai Fan, Yufeng Gao
doaj +1 more source
Effect of Scour on Load Carry Capacity of Piles on Mat Bridge [PDF]
Critical scour effects on bridge performance helps to predict the bridge load carryingcapacity and as a result, may help prevent unnecessary looses. Very few studies have beenconducted on current condition of Albanian bridge especially on integrations ...
Erion PERIKU, Yavuz YARDIM
core
Piles in sandy soil: A numerical study and experimental validation [PDF]
Pile foundations are structural elements, highly recommended as a load transferring system from shallow inadequate soil layers into competent soil strata with high performance.
Al Khaddar, RM +3 more
core +1 more source
Behaviour of micropiles in heterogeneous coarse soils [PDF]
This paper reports on an experimental investigation on the behaviour of small-diameter piles, commonly referred to as micropiles. This particular type of deep foundation is frequently used in many barely accessible Italian mountainous areas, often ...
Bellato, Diego +3 more
core +1 more source
Activation of the mitochondrial protein OXR1 increases pSyn129 αSynuclein aggregation by lowering ATP levels and altering mitochondrial membrane potential, particularly in response to MSA‐derived fibrils. In contrast, ablation of the ER protein EMC4 enhances autophagic flux and lysosomal clearance, broadly reducing α‐synuclein aggregates.
Sandesh Neupane +11 more
wiley +1 more source
Centrifuge modelling to determine the influence of pile stiffness on pile capacity [PDF]
The stiffness of piles relates to their ability to resist deformation in response to an applied force. The modulus of elasticity of an uncracked concrete piles typically varies between 30-40kN/m2.
Divall, S. +3 more
core
Evolutionary analysis across 32 placental mammals identified positive selection at residues H148 and W149 in the immune receptor FcγR1. Ancestral reconstruction combined with molecular dynamics simulations reveals how these mutations may influence receptor structure and dynamics, providing insight into the evolution of antibody recognition and immune ...
David A. Young +7 more
wiley +1 more source
Probabilistic Modeling of Updating Epistemic Uncertainty in Pile Capacity Prediction with a Single Failure Test Result [PDF]
The model error N has been introduced to denote the discrepancy between measured and predicted capacity of pile foundation. This model error is recognized as epistemic uncertainty in pile capacity prediction. The statistics of N have been evaluated based
Sidi, I. D. (Indra)
core
The vertical capacity of grillage foundations [PDF]
Grillage foundations may provide an economical alternative to offshore ‘mudmat' foundations for seabed infrastructure, owing to their improved hydrodynamic characteristics, which are important during installation.
Bransby, M.F. +3 more
core +3 more sources

