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Modulus of Elasticity Estimation with One Dimensional Consolidation Test
, 2015 The modulus of elasticity has primary importance in geotechnical engineering, since it defines the deformability of soil under existing field stresses and applied static loads. Elastic modulus (Es) is most commonly derived from field tests (plate load test, standard penetration test, and cone penetration test etc.) and laboratory tests (unconfined ...
Tanriseven Esra N. +2 more
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One-Dimensional Consolidation Test with Pore Pressure Measurements — An Accelerated Procedure
Geotechnical Testing Journal, 2023ABSTRACT Consolidation properties of cohesive soils are often determined using the controlled-strain loading (CSL) consolidation test. It was well recognized in the literature that the consolidation properties, such as compression index (Cc), coefficient of consolidation (cv), and preconsolidation pressure (σc′), depend on the axial ...
Raheena Moozhikkal +1 more
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One-dimensional consolidation testing of soft clay from Bothkennar
Géotechnique, 1992The one-dimensional consolidation behaviour of Bothkennar clay has been examined by testing high quality intact and reconstituted specimens recovered using the Laval sampler. The collaborative test programme consisted of incremental load, constant rate of strain, and restricted flow tests.
Nash, DFT, Sills, GC, Davison, LR
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Geotechnical Testing Journal, 1984
Abstract The successful calculation of the progress of consolidation requires that both the theory used to model the field problem and the material properties used by the theory must be appropriate and suitable. Thus the testing procedure must provide reliable and consistent information on the material behavior.
Znidarcic D. +5 more
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Abstract The successful calculation of the progress of consolidation requires that both the theory used to model the field problem and the material properties used by the theory must be appropriate and suitable. Thus the testing procedure must provide reliable and consistent information on the material behavior.
Znidarcic D. +5 more
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2020
In this study, a series of one-dimensional consolidation tests and dynamic tests of Ningbo clay and Wenzhou clay have been carried out. Combined with the test results of Xiaoshan clay, soil structural property and dynamic response of different soft clays in southeast China have been investigated.
Hongming Liu, Xuecheng Bian
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In this study, a series of one-dimensional consolidation tests and dynamic tests of Ningbo clay and Wenzhou clay have been carried out. Combined with the test results of Xiaoshan clay, soil structural property and dynamic response of different soft clays in southeast China have been investigated.
Hongming Liu, Xuecheng Bian
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The consolidation characteristics of peat as determined from the one-dimensional consolidation test
2011A detailed discussion of the consolidation process of peats is presented with suggested testing procedures for determining the consolidation characteristics, specific gravity, void ratio, moisture content, side friction and permeability. Particular attention is directed to secondary consolidation effects which are discussed with reference to test ...
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Journal of Biomechanics, 2000
Failures of orthopaedic procedures that use morselized cancellous bone (MCB) graft for load bearing are often due to gross displacement within the graft material. For this reason the mechanical behavior of MCB must be better understood. Our purpose is to present a detailed testing methodology for the mechanical characterization of MCB, and to ...
M J, Voor +3 more
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Failures of orthopaedic procedures that use morselized cancellous bone (MCB) graft for load bearing are often due to gross displacement within the graft material. For this reason the mechanical behavior of MCB must be better understood. Our purpose is to present a detailed testing methodology for the mechanical characterization of MCB, and to ...
M J, Voor +3 more
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Analysis of Negative Skin-Friction on Single Piles by One-Dimensional Consolidation Model Test
International Journal of Civil Engineering, 2018The computer program pile negative skin friction (PileNSF) was developed by the authors to predict the bearing capacity of a pile embedded in a consolidating ground due to surcharge loading. The program uses a one-dimensional analytical soil-pile model, which was formulated based on the nonlinear load-transfer method and Mikasa’s generalized one ...
Hyeong-Joo Kim +3 more
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Indian Geotechnical Journal, 2013
Determination of critical state parameters are essential, when critical state soil mechanics based soil models are used for the analysis. Isotropic consolidation test and triaxial tests with accurate measurements of volume change and pore pressure are essential for the direct measurement of critical state parameters.
K. Lini Dev +2 more
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Determination of critical state parameters are essential, when critical state soil mechanics based soil models are used for the analysis. Isotropic consolidation test and triaxial tests with accurate measurements of volume change and pore pressure are essential for the direct measurement of critical state parameters.
K. Lini Dev +2 more
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Géotechnique, 1986
This Paper presents a new analysis procedure for the constant rate of deformation consolidation test. The test analysis utilizes a piecewise linearization of one-dimensional non-linear finite strain theory and solves for the consolidation properties by an inverse procedure without any a prioriassumptions about the form of these relationships.
Znidarcic D. +5 more
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This Paper presents a new analysis procedure for the constant rate of deformation consolidation test. The test analysis utilizes a piecewise linearization of one-dimensional non-linear finite strain theory and solves for the consolidation properties by an inverse procedure without any a prioriassumptions about the form of these relationships.
Znidarcic D. +5 more
openaire +2 more sources