Results 161 to 170 of about 215,734 (190)
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Maximum shear modulus and incrementally nonlinear soils
2005Experimental results of a small strain testing program on block samples of compressible Chicago clays are presented, including bender element tests and drained axisymmetric directional stress probes employing internal measurements of axial and radial deformation and axial loads.
Holman Terence P., Finno Richard J.
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Estimating the Maximum Shear Modulus with Neural Networks
2013Small strain shear modulus is one of the most important geotechnical parameters to characterize soil stiffness. In-situ stiffness of soils and rocks is much higher than was previously thought as finite element analysis have shown. Also, the stress-strain behaviour of those materials is non-linear in most cases with small strain levels.
Manuel Cruz, Jorge M. Santos, Nuno Cruz
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Comparative Study on Laboratory and Field Test of Maximum Dynamic Shear Modulus
Applied Mechanics and Materials, 2012The dynamic shear modulus (DSM) is the most basic soil parameter in earthquake or other dynamic loading conditions and can be obtained through testing in the laboratory and in the field. The experimental result of maximum DSM by using resonant column devices is compared with the field test data obtained from shear wave velocity measurement in the paper.
Jing Sun, Xiao Ming Yuan, Mao Sheng Gong
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Complex Shear Modulus Estimation Using Maximum Likelihood Ensemble Filters
2013Ultrasound shear wave imaging can be used to estimate quantitative information about soft tissue mechanical properties, specifically the complex shear modulus (CSM). It is promising because it has the potential to bridge molecular, cellular, and tissue biology and to support for medical diagnoses.
Tan Tran-Duc +4 more
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Marine Georesources & Geotechnology, 2018
ABSTRACTThe aim of this experimental study is to estimate the maximum shear modulus (Gmax) of normally consolidated clayey soils using the results of a dilatometer test (DMT).
Hyunwook Choo +3 more
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ABSTRACTThe aim of this experimental study is to estimate the maximum shear modulus (Gmax) of normally consolidated clayey soils using the results of a dilatometer test (DMT).
Hyunwook Choo +3 more
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Soil Mechanics and Foundation Engineering, 2016
In this paper, using the resonant column test, electron microscope observation, and microscopic structure analysis, the relationship between the maximum dynamic shear modulus and the microscopic particles arrangement of remolded clay soil was examined.
Yi Shan +3 more
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In this paper, using the resonant column test, electron microscope observation, and microscopic structure analysis, the relationship between the maximum dynamic shear modulus and the microscopic particles arrangement of remolded clay soil was examined.
Yi Shan +3 more
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Applied Intelligence, 2014
In the last two decades, small strain shear modulus became one of the most important geotechnical parameters to characterize soil stiffness. Finite element analysis have shown that in-situ stiffness of soils and rocks is much higher than what was previously thought and that stress-strain behaviour of these materials is non-linear in most cases with ...
Cruz, Manuel +2 more
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In the last two decades, small strain shear modulus became one of the most important geotechnical parameters to characterize soil stiffness. Finite element analysis have shown that in-situ stiffness of soils and rocks is much higher than what was previously thought and that stress-strain behaviour of these materials is non-linear in most cases with ...
Cruz, Manuel +2 more
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2020
Maximum shear modulus, Gmax (also called initial shear modulus), is an important parameter for offshore foundation design which is either interpreted from CPT using established correlations or derived from bender element or resonant column tests on high-quality retrieved samples in the laboratory.
Sri Harsha Gamidi, R. K. Ghanekar
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Maximum shear modulus, Gmax (also called initial shear modulus), is an important parameter for offshore foundation design which is either interpreted from CPT using established correlations or derived from bender element or resonant column tests on high-quality retrieved samples in the laboratory.
Sri Harsha Gamidi, R. K. Ghanekar
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Journal of Geotechnical and Geoenvironmental Engineering, 2019
Refereed/Peer ...
Meisam Goudarzy +2 more
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Refereed/Peer ...
Meisam Goudarzy +2 more
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Food / Nahrung, 1979
AbstractThe effect of heating temperature and duration (τ = 80–120°C and τ = 10–50 min) on gelation of the soy bean globulins solutions has been studied using the method of mathematical planning of experiment and taking the shear modulus (G) of the gel as an equivalent of the degree of conversion.
T M, Bikbov +2 more
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AbstractThe effect of heating temperature and duration (τ = 80–120°C and τ = 10–50 min) on gelation of the soy bean globulins solutions has been studied using the method of mathematical planning of experiment and taking the shear modulus (G) of the gel as an equivalent of the degree of conversion.
T M, Bikbov +2 more
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