Results 51 to 60 of about 378,747 (352)
Three‐dimensional (3D) biological systems have become key tools in lymphoma research, offering reliable in vitro and ex vivo platforms to explore pathogenesis and support precision medicine. This review highlights current 3D non‐Hodgkin lymphoma models, detailing their features, advantages, and limitations, and provides a broad perspective on future ...
Carla Faria+3 more
wiley +1 more source
Comparative study of stress-strain characteristic of peat soil [PDF]
This paper shows the stress-strain behavior of peat from the perspective of geotechnical engineering based on laboratory test. Stress happens when a load applied to a certain specimen and deformed the specimen while strain is the response from applied ...
Mansor, S. H., Zainorabidin, Adnan
core
Large-scale dynamos in rigidly rotating turbulent convection [PDF]
The existence of large-scale dynamos in rigidly rotating turbulent convection without shear is studied using three-dimensional numerical simulations of penetrative rotating compressible convection.
Brandenburg, A.+2 more
core +2 more sources
Combining melting curve analysis enhances the multiplexing capability of digital PCR. Here, we developed a 14‐plex assay to simultaneously measure single nucleotide mutations and amplifications of KRAS and GNAS, which are common driver genes in pancreatic cancer precursors. This assay accurately quantified variant allele frequencies in clinical samples
Junko Tanaka+10 more
wiley +1 more source
Shear Strength Properties of Organic Soil with Sand Column [PDF]
This paper discusses the results of a series of direct shear test that were undertaken toinvestigate the behaviour of organic soil with granular soil column. The tests focused oneffect of diameter of granular column in organic soil.
Fatih Celik, Hanifi Canakci
core
Laboratory determination of direct shear strength of granitoid rocks; examples from the host rock of the nuclear waste storage facility of Bátaapáti (Hungary) [PDF]
This paper provides test results and interpretation of the shear strength of granitic rocks. The samples were obtained from Bátaapáti (South Hungary), where the low and medium-activity nuclear waste storage facility of Hungary is under construction.
Buocz, Ildikó+3 more
core +1 more source
Experimental and Numerical Analysis of Direct Shear Test
Abstract An experimental and numerical investigations of the direct shear test have been performed under constant vertical stress ( q = const) and constant sample volume ( h = const). During the determination of soil shear strength in a laboratory by different test methods soil is loaded in a different way.
Neringa Dirgėlienė+2 more
openaire +2 more sources
There is an unmet need in metastatic breast cancer patients to monitor therapy response in real time. In this study, we show how a noninvasive and affordable strategy based on sequencing of plasma samples with longitudinal tracking of tumour fraction paired with a statistical model provides valuable information on treatment response in advance of the ...
Emma J. Beddowes+20 more
wiley +1 more source
Interfacial Bond Properties between Normal Strength Concrete and Epoxy Resin Concrete
It is necessary to pay attention to the bonding strength of the interface between precast normal strength concrete (NSC) and cast-in-place epoxy resin concrete (EMR) when using EMR as a repair or filling material or an overlay in bridges’ rehabilitation.
Nannan Sun+6 more
doaj +1 more source
A COMPARATIVE STUDY ON SHEAR STRENGTH OF MARINE CLAYS BY DIRECT SHEAR AND DIRECT SIMPLE SHEAR TESTS
九州の有明粘土およびノルウェーの Drammen 粘土について, 三笠式一面せん断試験機とNGI型単純せん断試験機による一連の比較実験を行った. 実験は, 不撹乱試料をその有効土被り圧で再圧縮した後せん断に供するものと人工的に作成した過圧密粘土について実施した. その結果, 下記のような結論が得られた. 1) 一面せん断試験は単純せん断試験よりも高い剛性とせん断強度を与える, 2) この違いは主としてせん断機構と載荷速度の違いによるものと考えられ二つの要因に対する補正係数を導いた, 3) この係数を一面せん断強度に乗じた補正一面せん断強度は, 単純せん断強度と良い一致を示した, 4) しかし人工的に作成した過圧密粘土の試験結果についてはこの補正は適用できない.
Kiyoshi Tsuji, Tom Lunne, Yi-Xin Tang
openaire +3 more sources