Results 41 to 50 of about 9,181 (289)

Stiffness moduli in triaxial tests on a loess-sand mixture [PDF]

open access: yesE3S Web of Conferences
Stiffness is one of the most important characteristics of geomaterials, and at the same time one of the most difficult to evaluate. It can be described by means of various stress-strain moduli, whose values strongly depend on the strain range and on the ...
Tankiewicz Matylda, Kowalska Magdalena
doaj   +1 more source

Experimental study on liquefaction characteristics of sand with fines under different particle size ratios

open access: yesYantu gongcheng xuebao, 2023
A series of undrained cyclic triaxial and bender element tests are carried out on sandy soils with three different particle size ratios by using the GDS cyclic triaxial apparatus with bender elements.
ZUO Kangle 1, 2, GU Xiaoqiang 1, 2
doaj   +1 more source

EFFECT OF ALIGNMENT ON THE QUALITY OF BENDER ELEMENT PROCEDURE

open access: yesJurnal Teknologi, 2015
One of the main geophysical tools (seismic tools) in the laboratory is the bender element. This tool can be used to measure some dynamic soil properties (e.g. shear and Young’s modulus). However, even if it relatively simple to use the bender element, inconsistent testing procedures can cause poor quality in the bender element data.
Badee Alshameri   +3 more
openaire   +2 more sources

Sources of Uncertainty in Bender Element Testing: Execution and Interpretation Challenges in Reconstituted Sandy Soils

open access: yesGeotechnics
This paper discusses the principal sources of uncertainty in the execution and interpretation of Bender Element (BE) tests conducted on reconstituted sand samples.
António M. G. Pedro   +3 more
doaj   +1 more source

Volunteer Training Series: Recognizing Young People

open access: yesEDIS, 2016
Developing a sense of belonging is one of the Essential Elements of a positive youth development experience. Creating an inclusive environment in your 4-H club programs and activities can help you achieve this goal.
Georgene Bender   +2 more
doaj   +5 more sources

Dissipation boundaries for bender element experiments on geomaterials based on experimental and computational models

open access: yesTransportation Engineering
The bender element (BE) test is widely employed in geotechnical engineering for measuring the shear wave velocity (Vs) and, consequently, the small-strain shear modulus (G0), due to its ease of application, integration into geotechnical devices, and ...
Ionuţ Dragoş Moldovan   +3 more
doaj   +1 more source

Laboratory Investigation on the Stress-Dependent Anisotropic Shear Wave Velocity (Vs) and Coefficient of Lateral Earth Pressure at Rest (K0) of Granular Materials

open access: yesAdvances in Civil Engineering, 2021
The stress-dependent K0, Vs, and Vs anisotropy and their correlations with sand for 1D consolidation stress were tested with a custom-designed floating-wall consolidometer-type Bender Element (BE) testing apparatus.
Guangbo Du, Nina Liu, Zhao Xia, Xin Kang
doaj   +1 more source

Evaluation of the Stiffness of a Synthetic Soft Rock using Bender Elements

open access: yes, 2021
Significant strength and stiffness come from the intact structure of soft rock, however, conventional drilling, sampling and extraction disturbs the material structure and results in a under representation of measured parameters.
Michael von't Steen (11327604)
core   +1 more source

The effects of internal erosion on granular soils used in transport embankments

open access: yesSoils and Foundations
The flooding of embankments used for rail and other infrastructure has the potential to cause lasting weakening of slopes via the movement of fine particles induced by seepage.
I. Johnston, W. Murphy, J. Holden
doaj   +1 more source

Small-strain stiffness of liquefiable sands: A comparison between bender elements and resonant-column tests [PDF]

open access: yesE3S Web of Conferences
Soil stiffness can be estimated by geophysical and dynamic testing methods. In the laboratory, the most common methods to measure the small-strain stiffness are the bender elements (BE) and resonant-column (RC) tests. This paper focuses on the comparison
Molina-Gomez Fausto   +3 more
doaj   +1 more source

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