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Controlling Conditions of the One-Dimensional Consolidation Test on Peat Soil [PDF]
Applied Sciences, 2021 This paper studies the changes in the loss on ignition (LOI), total nitrogen content (TN), and strain in a one-dimensional consolidation test on peat soil.
Bo Peng +3 more
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Influence of load increment ratio on one-dimensional consolidation behaviour [PDF]
MATEC Web of Conferences, 2018 In this study, we conducted a stage loading consolidation test with varying load increment ratio and investigated its effect. By adjusting the primary consolidation ratio of one-dimensional consolidation analysis with secondary consolidation taken into ...
Yoshidomi Takahiro +2 more
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Some remarks on the pore water pressure dissipation patterns from the one-dimensional consolidation test [PDF]
Archives of Civil Engineering, 2022 The pattern of pore water pressure dissipation from the one-dimensional consolidation test significantly affects the calculated value of the coefficient of consolidation. This paper discusses the interpretation methodology for laboratory dissipation data
Bartłomiej Szczepan Olek
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Effect of Loading Duration on the Parameters Obtained from Consolidation Test [PDF]
Engineering and Technology Journal, 2013 Consolidation properties of clay soils are evaluated in the laboratory using the one-dimensional consolidation test. The one-dimensional consolidation testing procedure was first suggested by Terzaghi (1925).
Mohammed A. Mahmud Al-Neami
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Journal of Marine Science and EngineeringThis study explores interpretation methods for determining the preconsolidation stress from one-dimensional consolidation test results. Twelve reconstituted clay specimens with targeted preconsolidation stresses of 60 and 120 kPa were prepared using ...
Dae-Jin Gwak +3 more
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A Test Method for Creep Characteristics of Loess Based on the One‐Dimensional Consolidator
Advances in Civil Engineering, 2021 When the traditional one‐dimensional consolidator is used to study the creep characteristics of loess, due to the hoop effect of the ring cutter, only the attenuation creep stage and stable creep stage of loess can be studied, but the accelerated creep stage cannot be presented.
Rongbin Huang +3 more
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Applied Sciences, 2021 The paper presents classical and non-classical rheological schemes used to formulate constitutive models of the one-dimensional consolidation problem. The authors paid special attention to the secondary consolidation effects in organic soils as well as ...
Kazimierz Józefiak +3 more
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Deformation analysis of cement modified soft clay soil using finite element method (FEM)
Heliyon, 2022 Engineers are facing problems in infrastructure construction in soft clay areas due to excessive soil settlement and low bearing capacity that leads to treacherous problems in the structure to damages and collapse.
Damtew Tsige, Meaza Korita, Adamu Beyene
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Compressibility Characteristics of an Organic Soil Treated with Fly Ash and Fly Ash-Based Geopolymer
Iraqi Journal of Civil Engineering, 2022 Organic soils are problematic for various engineering applications due to their high compressibility and low shear strength, which need to be improved. For many soil improvement techniques, using waste materials, such as fly ash (FA), is a practical and ...
Sarah K. Ameen +2 more
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Investigation of Geotextile Yarn Effects on Improvement of Long-Term Deformation of Sandy Soil [PDF]
Journal of Rehabilitation in Civil Engineering, 2015 Accurate predictions of the amount and the rate of long- term deformation of reinforced soils under an applied load are important key issue in geotechnical engineering, in which the deformation of soil develops with time at a state of constant effective ...
Alireza Negahdar, Shima Yadegari
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