Results 81 to 90 of about 7,786 (217)

PERBANDINGAN DAYA DUKUNG TIANG PANCANG BERDASARKAN PENGUJIAN CONE PENETRATION TEST (CPT) DAN STANDARD PENETRATION TEST (SPT) PADA TANAH BERPASIR [PDF]

open access: yesUKaRsT, 2020
Design of building structure always related to the foundation, field testing is often done to test the bearing capacity of the soil in the form of a cone penetration test (CPT) and a standard penetration test (SPT). From the two field tests that are often done, it is necessary to research the amount of bearing capacity obtained through CPT and SPT data.
openaire   +2 more sources

National‐scale Mapping of the Expected Earthquake Magnitude for Soil Liquefaction Triggering Analyses in Italy

open access: yesEarthquake Spectra, Volume 42, Issue 1, February 2026.
This paper introduces a procedure to estimate moment magnitude (MW) in earthquake‐induced soil liquefaction probabilistic risk assessment. The method is based on using the historical seismicity modelled with a truncated Gutenberg‐Richter (G‐R) relation, jointly with an empirical model linking the MW to the maximum source‐to‐site distance at which soil ...
Ali Güney Özcebe   +3 more
wiley   +1 more source

Korelasi Penentuan Daya Dukung Tiang Cara Empirik (Cpt) Dengan Pile Driven Analysis (Pda) Di Kota Pekanbaru [PDF]

open access: yes, 2007
Axial bearing capacity of pile foundation can be estimated empirically from cone penetration test (CPT). Actual capacity of foundation can be obtained from static load test or pile driving analyzer (PDA).
Nugroho, S. (SA), Yusa, M. (Muhamad)
core  

Bearing Capacity of Tension Steel Piles in Thinly Inter‐Layered Soils: Numerical Class‐A Prediction vs. Field Measurements

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 3, Page 1430-1450, 25 February 2026.
ABSTRACT This study investigates the bearing capacity of tension piles and pile‐soil interaction during loading. Discrepancies between predicted and measured bearing capacities in previous tests motivated the study, where analytical methods showed considerable scatter and uncertainties in design.
Diaa Alkateeb, Jürgen Grabe
wiley   +1 more source

Numerical simulation on static cone penetration test (CPT) in aeolian sand areas

open access: yesYantu gongcheng xuebao
Aeolian sand is widely distributed in western China, characterized by loose, non-cohesive soil and low water content. The static cone penetration test (CPT), as a widely used and high-quality in-situ testing technique, can easily and accurately obtain ...
FU Sai 1 , LI Baojian 1 , ZHANG Chunxin 2, PANG Li 2
doaj   +1 more source

Time-dependent uplift capacity of driven piles in low to medium density chalk [PDF]

open access: yes, 2017
A series of load tests have been performed on instrumented 762 mm dia. tubular steel piles driven into low to medium density grade A/B chalk at St Nicholas at Wade, Kent, UK. This paper presents the results from the static axial uplift tests, which were
Carey, John   +2 more
core   +2 more sources

Multi-scale analysis of cone penetration test (CPT) in a virtual calibration chamber

open access: yesCanadian Geotechnical Journal, 2014
A virtual calibration chamber was developed using a three-dimensional (3D) discrete element method (DEM) to perform cone penetration tests (CPTs) on a discrete analogue of Ticino sand. The macroscale response of the DEM model was previously shown to be in good quantitative agreement with that of analogous physical models.
Butlanska, Joanna   +3 more
openaire   +4 more sources

Large displacement FEM modelling of the cone penetration test (CPT) in normally consolidated sand [PDF]

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, 2003
AbstractA new finite element model based on a large strain formulation has been developed to study cone penetration in normally consolidated sand. An auto‐adaptive remeshing technique was utilized for handling the very large distortion of sand surrounding the cone tip.
Susila, Endra, Hryciw, Roman D.
openaire   +2 more sources

Impact Reactivation of a Hydrothermal System in Basalt in the Vargeão Dome Impact Structure, Brazil

open access: yesJournal of Geophysical Research: Planets, Volume 131, Issue 2, February 2026.
Abstract As hydrous minerals have been observed in impact craters on Mars, impact‐generated hydrothermal systems (IGHSs) have been considered as potential habitats for life on that planet. The Vargeão Dome, a 12 km wide impact structure in southern Brazil, was formed in basalts with at least two hydrothermal alteration stages.
Jitse Alsemgeest   +5 more
wiley   +1 more source

Minimally Invasive Chemical Biopsy Needle with Self‐Wettable Extraction Phase For In Vivo Tissue Sampling During Medical Procedures

open access: yesAdvanced Science, Volume 13, Issue 1, 5 January 2026.
A new tissue sampling device using an acupuncture needle with bio‐compatible extraction sorbents in the recessed section is developed. The coating material using self‐wettable particles doesn't require solvent activation after sterilization. This device is applied for the anti‐cancer drug concentration monitoring during the in vivo lung perfusion ...
Runshan Will Jiang   +9 more
wiley   +1 more source

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