Results 51 to 60 of about 626 (174)
Evaluation of Liquefaction Potential based on Cone Penetration Test (CPT) and Semi-empirical Methods
The phenomenon of soil liquefaction can be an induced effect of earthquake shaking where the saturated soil loses some or all of its bearing capacity and stiffness. Likewise, the increase of water pressure in the soil pores under the seismic wave causes a decrease of the shear strength.
Fatima Ezzahraa Latifi +3 more
openaire +1 more source
Abstract Deep fluid advection fundamentally governs the thermal‐fluid‐chemical evolution and distribution of hydrate‐cold seep systems. However, coupled relationships between deep fluid and shallow multiphase dynamics remain inadequately constrained.
Wei Huang +6 more
wiley +1 more source
In this large‐scale database analysis, ssRAB demonstrated a better safety profile compared to TTNB. Superior safety combined with a potentially comparable performance and known advantages of bronchoscopy including concurrent staging support ssRAB as an optimal choice of biopsy for suspicious pulmonary lesions.
David Abia‐Trujilo +7 more
wiley +1 more source
Cone angle influence on dynamic light cone penetrability and its effect on tip resistance prediction
Dynamic cone penetration test has numerous advantages over commonly adopted static cone penetration test for ground characterisation. However, the major setback of the test is being unable to sorely characterise the ground.
Francis Katarama Mutabazi +3 more
doaj +1 more source
Bacterial Ghosts as Innovative Transport Vehicles for Platinum‐Based Anticancer Drugs
Bacterial ghosts (BGs), empty envelopes of Gram‐negative E. coli, are introduced as versatile carriers for platinum anticancer drugs. Oxaliplatin (OXA) shows high loading, stability, and reproducible encapsulation, while retaining full cytotoxicity in vitro.
Irena Pashkunova‐Martic +9 more
wiley +1 more source
Generation of Synthetic CPTs with Access to Limited Geotechnical Data for Offshore Sites
The initial design phase for offshore wind farms does not require complete geotechnical mapping and individual cone penetration testing (CPT) for each expected turbine location.
Gohar Shoukat +6 more
doaj +1 more source
Investigation of Solution Accuracy in PFEM Simulations Using Benchmark Problems
ABSTRACT The simulation of large topological changes, such as those occurring in Cone Penetration Testing (CPT) and vibratory pile driving, remains a major challenge in computational geomechanics. Excessive mesh distortions render classical approaches like the Finite Element Method (FEM) unsuitable, emphasizing the need for alternative methodologies ...
Antaeus Bettmann +4 more
wiley +1 more source
This research aims to make a bearing capacity distribution map of shallow foundations (footplate), which is to provide convenience in terms of examining substructure buildings planned by the consultant by the owner.
Bagus Rahmat Hidayat +2 more
doaj +1 more source
Interest and effort in learning and performance
Abstract Background Interest and effort are key motivational constructs in educational psychology, yet their interplay in learning remains underexplored. Building on Dewey's (Interest and effort in education, 1913) view that effort complements interest in fostering academic achievement, this research examines their relationship across different ...
Laura Kehle, Detlef Urhahne
wiley +1 more source
Both the standard penetration test (SPT) and the cone penetration test (CPT) measures the tip resistance; the CPT, however, takes some other data like sleeve friction and porewater pressure.
Indrajit Kumar Paul +2 more
doaj +1 more source

