Results 11 to 20 of about 212,626 (307)

Energy Measurement in Standard Penetration Tests

open access: yesSustainability, 2023
The standard penetration test (SPT) is a widely used in situ test method worldwide that can evaluate soil properties based on the blow counts (N-value). The N-value depends on soil properties, and the energy transferred to the drill pipe during hammering. Currently, European and American scholars generally believe that variation in the amount of hammer
Peng Ji   +7 more
openaire   +2 more sources

Evaluation Method for the Liquefaction Potential Using the Standard Penetration Test Value Based on the CPTU Soil Behavior Type Index

open access: yesAdvances in Civil Engineering, 2019
Taking the project of the Su-xin highway treated by using the resonant compaction method as the reference, a new method for the evaluation of liquefaction potential is proposed based on the piezocone penetration test (CPTU) and the standard penetration ...
Guangyin Du   +4 more
doaj   +2 more sources

The empirical correlation between shear wave velocity and penetration resistance for the eolian sand deposits in the city of Olmos-Peru

open access: yesDyna, 2021
Shear wave velocities (Vs) and the number of blows of SPT (N) are parameters that are generally recorded in a geotechnical exploration campaign, in the literature there are several publications on the empirical correlations between N y Vs in different ...
Pablo Cesar Trejo Noreña   +1 more
doaj   +1 more source

Implementation of Shear Wave Velocity and Standard Penetration Test Correlation for Edirne District, Turkey

open access: yesJournal of Sustainable Construction Materials and Technologies, 2022
It is critical to determine the shear wave velocity (Vs) for earthquake resistant construction design and ground improvement methods. Vs is used in geotechnical earthquake engineering and microzonation studies to calculate the stresses and strong motion ...
Hakan Murat Soysal   +3 more
doaj   +1 more source

Normal and oblique penetration of woven CFRP laminates by a high velocity steel sphere [PDF]

open access: yes, 2008
In this research, two thicknesses of a woven CFRP laminate have been subjected to impact by a steel sphere in a velocity regime ranging from 170 to 374 m/s.
Cooper, G.   +4 more
core   +1 more source

Effect of Micropiles on Clean Sand Liquefaction Risk Based on CPT and SPT

open access: yesApplied Sciences, 2020
Liquefaction is a hazardous seismic-based phenomenon, which causes an abrupt decrease in soil strength properties and can result in the massive destruction of the built environment.
Visar Farhangi   +2 more
doaj   +1 more source

Experimental Study on Axial Stress and Hammer Impacting Energy of Offshore Standard Penetration Test

open access: yesApplied Sciences, 2023
Standard penetration test (SPT) has been widely used in offshore exploration because of its unique advantages. Unlike onshore exploration, offshore construction areas are characterized by high waves and water depths ranging from several meters to tens of
Miaojun Sun   +3 more
doaj   +1 more source

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

open access: yes, 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).
Basoka, I Wayan Ariyana
core   +1 more source

Assessment of liquefaction-induced hazards using Bayesian networks based on standard penetration test data [PDF]

open access: yesNatural Hazards and Earth System Sciences, 2018
Liquefaction-induced hazards such as sand boils, ground cracks, settlement, and lateral spreading are responsible for considerable damage to engineering structures during major earthquakes.
X.-W. Tang   +5 more
doaj   +1 more source

Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests

open access: yesAin Shams Engineering Journal, 2013
Estimating the deformation modulus of gravelly soils is a challenging task. The estimate of deformation modulus of cohessionless soils in general relies on availability of correlation between in situ test parameters and deformation modulus back ...
Marawan M. Shahien, Ahmed Farouk
doaj   +1 more source

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