Laboratory investigation of wetting induced deformation in unsaturated expansive soil during shield tunnelling in Yangzhou, China. [PDF]
Dai Q, Liu X, Qian H.
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A biomimetic artificial extracellular matrix is assembled directly on Pseudomonas fluorescens by co‐assembling amyloid‐like lysozyme and alginate at the cell surface. This conformal nanocoating acts as both a hydration buffer and a physiological priming layer, markedly enhancing desiccation tolerance, seed adhesion, storage stability, and biocontrol ...
Yuanyuan Wang +5 more
wiley +1 more source
Displacement response of ancient marine sedimentary soils to boring construction of triaxial cement mixing piles adjacent to metro. [PDF]
Pan D.
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Treatment‐resistant wounds caused by polymicrobial biofilms are refractory to conventional therapies due to the dense extracellular matrices. We developed μBLAST, a microblasting wound dressing that combines MnO2‐doped biosilica and a H2O2‐releasing mesh to generate localized oxygen microbubbles that mechanically disrupt biofilms.
Yujin Ahn +12 more
wiley +1 more source
Machine learning-based method for determining regional parameters of the HSS model: a case study of Qingdao, China. [PDF]
Yuan C +4 more
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ABSTRACT Vascularization remains a major obstacle in tissue engineering. Here, we introduce a bioprinting strategy to generate centimeter‐scale, self‐organizing “mother vessel” constructs from iPSC‐derived hiMPCs. By optimizing bioink composition, printing was accomplished in a single‐step approach. Within one week, hiMPCs differentiated into both CD31+
Leyla E. Dogan +5 more
wiley +1 more source
Settlement prediction of undercrossing semicircular tunnel-pile set up in soft clay soil. [PDF]
Adriko NB, Fang Y, Ying K, Khan A.
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Numerical investigation of soil-tunnel interaction under surface blast loads with regression-based energy correlations. [PDF]
Alsabhan AH +6 more
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Performance of wall mesh encased stone columns using recycled rubber concrete and asphalt aggregates for sustainable geotechnics. [PDF]
Hassanzadeh M +3 more
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Experimental study of tunnel effects on deformation mitigation in soft clay excavation using centrifuge and PIV. [PDF]
Rui Y, Zhang X, Xue Y, Ren Z.
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