Results 41 to 50 of about 2,698,714 (295)
The Shewanella oneidensis Fic enzyme SoFic targets the switch‐I region of EF‐Tu for AMPylation
FEBS Letters, EarlyView.Fic enzymes mediate diverse post‐translational modifications across all domains of life, including AMPylation. Prokaryotic EF‐Tu can be AMPylated and deAMPylated by the conserved Fic enzyme SoFic. Structural and biochemical approaches were used to characterize the effect of AMPylation on EF‐Tu, SoFic's enzymatic activities, and the enzyme‐target ...
Svenja Runge +6 more
wiley +1 more source
Development of LRFD Procedures for Bridge Pile Foundations in Iowa, September 2011 [PDF]
, 2011 In response to the mandate on Load and Resistance Factor Design (LRFD) implementations by the Federal Highway Administration (FHWA) on all new bridge projects initiated after October 1, 2007, the Iowa Highway Research Board (IHRB) sponsored these ...
core
Calculation of bearing capacity for combined post-grouting bored piles based on settlement control
Yantu gongcheng xuebao, 2018 It is of great practical significance to determine the bearing capacity of post-grouting piles on the basis of the principle of settlement control. Based on the field static load tests on six large-diameter cast-in-situ bored piles of Shishou Yangtze ...
DAI Guo-liang 1,2, WAN Zhi-hui 1,2, , GONG Wei-ming 1,2, WANG Lei 3
doaj +1 more source
Oncogenic DMTF1β promotes cancer cell motility by regulating autophagy through ULK1 stabilization
Molecular Oncology, EarlyView.In the current study, we demonstrate that the oncogene DMTF1β regulates ULK1 stability by reducing its proteasomal degradation in cancer cells. This stabilization enables ULK1 to induce autophagy, which in turn facilitates cancer cell migration. Consequently, reduced DMTF1β levels lead to decreased autophagy and impaired cancer cell migration.
Jun Xu +13 more
wiley +1 more source
Analysis of the Shaft Resistance of Nondisplacement Piles in Sand [PDF]
, 2008 The paper examines, using numerical modelling, the problem of the limit shaft resistance of non-displacement piles installed in sands. The modelling makes use of an advanced, two-surface-plasticity constitutive model.
Loukidis, D, Salgado, Rodrigo
core +1 more source
BuildingsThe use of screw piles has grown rapidly, yet their varied configurations and behavior in different soils remain key research areas. This study examines the performance of Toe-wing (Tsubasa) and Spiral screw piles with similar tip areas under similar ...
Ahmad Waheed Sahil +3 more
doaj +1 more source
Analysis of Load-Settlement Curve Based on Load Transfer at Pile-Soil Interface
Applied Sciences, 2022 A field pile loading test was carried out on the Peshawar–Karachi Motorway (PKM) project in Pakistan to show the settling mechanism of bored pile foundation in pulverized soil and the force characteristics of frictional resistance at the pile-soil ...
Danan Ma +3 more
doaj +1 more source
The behaviour of laterally loaded two-pile groups [PDF]
, 1992 The response of piles and two-pile groups to lateral loading has been studied by field tests and computationally. Due to the lack of field test data and because of uncertainty concerning the pile/soil system it has been suggested that further ...
Arta, M.R., Arta, Mahmood Reza
core
FEBS Open Bio, EarlyView.Miniaturized flow chip platform enabling continuous perfusion and longitudinal multiphoton 3D imaging of vascular smooth muscle cell constructs under physiological flow. Brightfield imaging guides region selection, while CellTracker Green and mRuby‐labeled fetuin‐A visualize cells and mineral deposition, respectively. Magnesium supplementation markedly
Vytautas Kučikas +6 more
wiley +1 more source
Jurnal Teknik SipilAxial load testing on short drilled pile foundation models in the field requires several criteria to be met, including: depth of the tip support layer, adjustments to the capacity and arrangement of the test equipment so that it can still refer to the ...
A. Nugraha
semanticscholar +1 more source