Results 81 to 90 of about 2,105,983 (295)

Displacement analysis and numerical simulation of pile-anchor retaining structure in deep foundation pit [PDF]

open access: yes
Foundation pit excavation can cause settlement and displacement of surrounding existing buildings and roads. In order to study the influence of soil unloading on the surrounding buildings during pit foundation excavation, the application of a pile-anchor
Yin, Xupeng, Ni, Hongmei
core   +1 more source

Hyperactive ice‐binding proteins stabilize cell membranes and improve resistance to dehydration stress in Caenorhabditis elegans

open access: yesFEBS Open Bio, EarlyView.
TisIBP8, a fungal‐derived hyperactive ice‐binding protein, helps Caenorhabditis elegans survive dehydration. It localizes near cell membranes, reduces cell damage, and helps maintain membrane structure during drying. These results suggest that ice‐binding proteins can protect cells from dehydration stress as well as freezing stress.
Daiki Shimose   +9 more
wiley   +1 more source

Study on the optimization system of supporting schemes for foundation pit [PDF]

open access: yes, 2015
At present, there are various supporting schemes for foundation pit that could be adopted in actual projects; however, there are also certain differences in construction cost and applicability of different schemes.
Liu, Bo, Sun, Fu-hua
core  

MagmaFlow: A desktop platform for artificial intelligence‐driven expression analysis

open access: yesFEBS Open Bio, EarlyView.
MagmaFlow is a free, no‐code platform for gene expression analysis. It generates interactive volcano plots, links genes to literature, pathways, and diseases, prioritizes candidates using millions of publications, identifies affected biological processes, builds network diagrams, and exports publication‐ready figures and reports for macOS and Windows ...
Carlos E. Buss   +7 more
wiley   +1 more source

Field measurement analysis on deformation characteristics of deep foundation pit in water-rich sand layer

open access: yesZhongwai Gonglu
A deep foundation pit of Wuhan Metro Line 12 is located in the water-rich sand layer on the first terrace of the Yangtze River. The deep foundation pit is 176.8 m long and 29.0 m wide, with an excavation depth of 26.5 m in the standard section.
He Zhenzhao   +6 more
doaj   +1 more source

Importin 7 mediates the nuclear import of HIV‐1 integrase via a specific interacting interface

open access: yesFEBS Open Bio, EarlyView.
HIV‐1 integrase enables viral DNA integration into the host genome. By binding to the core domain of the host protein Importin 7 via its C‐terminal domain, the integrase is transported across the nuclear membrane into the nucleus, where integration of the viral genome into host DNA takes place. This translocation is a critical step for subsequent viral
Juana Bana   +5 more
wiley   +1 more source

Exploring the influence of lactoferrin on wound healing and related signaling pathways: a systematic review

open access: yesFEBS Open Bio, EarlyView.
Lactoferrin promotes wound healing by activating MAPK, PI3K/Akt, and extracellular matrix pathways, enhancing fibroblast remodeling, proliferation, and re‐epithelialization. These mechanisms highlight its therapeutic potential in inflammation control, tissue repair, and remodeling.
Morgana Lüdtke Azevedo   +4 more
wiley   +1 more source

Structural and biochemical insights into the thermostable esterase Ta0887 from Thermoplasma acidophilum

open access: yesFEBS Open Bio, EarlyView.
In this study, a novel esterase from the thermoacidophilic archaeon Thermoplasma acidophilum was biochemically and structurally characterized. Our results demonstrate that Ta0887 is a highly thermostable esterase that preferentially hydrolyzes p‐nitrophenyl hexanoate and possesses an α‐helical cap domain that likely contributes to its substrate ...
Alejandro Delgado‐Rey   +4 more
wiley   +1 more source

Centrifugal model tests on characteristics of deep foundation pits in starting well of shield tunneling machine

open access: yesYantu gongcheng xuebao
In order to explore the stress, deformation and soil pressure distribution of the surrounding soils during the excavation process of deep foundation pits in starting well of the shield tunneling machine, two sets of centrifugal model tests are conducted ...
SUN Hui 1, LI Bo 1, WANG Zhipeng 2, WANG Shuai 1
doaj   +1 more source

Bearing Capacity of the Foundation in a Rammed Pit

open access: yesTRUDY UNIVERSITETA
The purpose of the study is to develop a dynamic method for determining the bearing capacity of a foundation made in a rammed pit. The research program includes two stages. At the first stage, the pits were made by ramming and measuring «failures» when dumping the ramming.
Yayrakhan KUNANBAYEVA   +4 more
openaire   +1 more source

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