Results 11 to 20 of about 198,067 (259)

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

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

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

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

Influence of Drilling Methods on the Results of Standard Penetration Test in Loess–Paleosol Sequence

open access: yesFrontiers in Built Environment, 2022
Standard penetration test (SPT) is an important in situ measurement for field investigation of geotechnical and geological engineering. The drilling approaches for implementation of SPT can be classified into dry, wet, and water circulation drillings ...
Xin Li   +4 more
doaj   +1 more source

Estimation of Pressuremeter Modulus and Limit Pressure in Weathered Granite Based on the SPT-N Value and Chemical Weathering Index: A Case Study in South Korea

open access: yesApplied Sciences, 2021
A pressuremeter test (PMT) is a representative and highly reliable in situ test for assessing the stress–strain behavior of weathered granite. Its application, however, is restricted by its cost and time requirements.
Seung-Hwan Lee   +2 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

Pile Installation Assessment of Offshore Wind Jacket Foundation in Completely Weathered Rock: A Case Study of the South China Sea

open access: yesJournal of Marine Science and Engineering, 2022
The assessment of pile drivability is the premise of successful pile installation, and completely weathered (CW) rock may bring the risk of pile refusal. This paper presents a case of pile driving refusal that occurred in a CW gneiss layer.
Jiangsong Yin   +3 more
doaj   +1 more source

Assessment of seismic liquefaction hazard in Shanghai based on ground motion intensity and Standard Penetration Test

open access: yesDizhi lixue xuebao, 2021
Shanghai is located in the alluvial plain of the Yangtze River Delta, the merge area of the Huangpu River and Suzhou River. The unique geographical and sedimentary environment have formed the shallow sand layers in Shanghai.
LI Xue, ZENG Yuyan, YU Fei, SHI Gang
doaj   +1 more source

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