Results 61 to 70 of about 17,411,117 (298)
A literature review found no rigorous solution for the ultimate lateral pile-soil pressure ( ) in a soil characterised by a frictional failure criterion, and that the popular empirical methods to estimate give profiles with depth that differ ...
Pan, D.
core +1 more source
Stability Analysis of Accumulative Formation Slope Reinforced by Inclined Micropile Group
Based on the finite difference software FLAC3D and strength reduction method, this paperanalyzes the law between the inclination angle of pile and the supporting effect of accumulativeformation slope reinforced by the inclined micropile group.
WANG Xiaozhe, LIU Linlin
doaj
Structure‐forward targeting of claudins with synthetic binders
Claudins form the paracellular barriers between epithelial and endothelial tissues at tight junctions and are targets for molecular binders with the goal of modulating barrier permeability. Claudin‐binding molecules are relevant in drug delivery or in altering claudin interactions with disease‐causing proteins.
Alex J. Vecchio
wiley +1 more source
Field Test and Numerical Simulation of Squeezing Effect of Large-Diameter Pipe Piles
In order to study the squeezing effect of static press large-diameter single pile and piles group in layered soil, field tests of static press large-diameter pipe piles were carried out based on a project under construction, and numerical simulations of ...
Yongqiang An +3 more
doaj +1 more source
Behavior of pile group incorporating dissimilar pile embedded into sand
Piles are recommended to transfer the superstructure loads safely through soil by friction resistance and end bearing into firm bearing stratum. Piles drive their load via weak soil into competent bearing stratum.
F.M. Abdrabbo, A.Z. El-wakil
doaj +1 more source
Peripheral lysosomes recruit PLEKHG3 to focal adhesions and restrain protrusion dynamics
Proximity‐dependent labeling at the LAMTOR complex revealed the Rho GEF PLEKHG3 as a lysosome‐proximal protein directing the study toward the influence of lysosome positioning on actin dynamics and cell motility. We show that PLEKHG3 colocalizes with lysosomes at focal adhesion sites and observe that forced peripheral dispersion of lysosomes hinders ...
Rainer Ettelt +8 more
wiley +1 more source
Seismic soil-structure interaction for pile supported systems [PDF]
Civil engineering structures involve structural elements with direct contact with ground. When the external actions, such as earthquakes, act on these systems, neither the structural displacements nor the ground displacements, are independent of each ...
Di Laora, Raffaele
core +1 more source
The disc overhang diameter can significantly affect the uplift bearing capacity of new concrete expanded-plate pile groups, affecting their design and practical applications.
Yongmei Qian +5 more
doaj +1 more source
Influence of Pile Spacing on the Compressive Bearing Performance of CEP Groups
Pile spacing is an important factor affecting the bearing capacity of concrete expansion pile (CEP) groups. In this study, a pile group was simulated and analyzed using ANSYS software R19.0.
Yongmei Qian +4 more
doaj +1 more source
Ligand‐dependent transcriptional heterogeneity in cell cycle gene expression delays G1/S entry
EGF and HRG induce distinct G1/S progression programs in ErbB2‐amplified BT474 breast cancer cells. Despite activating the potent ErbB2–ErbB3 heterodimer, HRG does not accelerate cell‐cycle entry. Instead, EGF promotes earlier restriction‐point passage via ERK–FOS signaling, whereas HRG activates the AKT–MYC axis, driving transcriptional heterogeneity ...
Ririn Rahmala Febri +5 more
wiley +1 more source

