Results 11 to 20 of about 23,905 (268)
Rock and Soil Mechanics, 2021 Based on Barron’s equal strain consolidation theory of sand-drained ground and Gibson’s one-dimensional large strain consolidation theory, and considering the well resistance of drains, the variation of radial permeability coefficient and the vertical ...
JIANG Wen-hao, ZHAN Liang-tong
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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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Shuiwen dizhi gongcheng dizhi, 2021 In order to examine the secondary consolidation characteristics of the soft soil treated with overloading preloading and analyze the post-construction settlement of the soft soil foundation treated with overloading preloading, the soft soil of the ...
Liguo CHEN +3 more
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Advances in Civil Engineering, 2021 The permeability coefficient and void ratio are related to the stress state of the soil, which manifests as the temporal and spatial variability of consolidation.
Linjie Li, Shuaidong Yang, Tong Su
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Ho Chi Minh City Open University Journal of Science - Engineering and Technology, 2022 This paper deals with the approach of predicting the consolidation settlement for a multi-layered foundation concerning the change in the compressibility of the settlement layers. This non-linear problem is preliminarily solved by using the Massachusetts
Duong Hong Tham
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Rock and Soil Mechanics, 2021 To study the permeability of saturated clays with different stress histories under ramp loading, the one-dimensional consolidation and seepage tests are carried out using modified GDS triaxial apparatus, and the change of the permeability coefficient of ...
ZHANG Le +3 more
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A Computational Method for Consolidation-Coefficient
Soils and Foundations, 1977 ABSTRACT The theoretical consolidation curve based on Terzaghi’s theory has been successfully represented by a simple explicit algebraic equation. The use of this equation has been extended by obtaining an expression for consolidation-coefficient involving selected three oedometer test data.
SIVARAM, B., SWAMEE, PRABHATA
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Piezoprobe Determined Coefficient of Consolidation
Soils and Foundations, 1986 ABSTRACT This paper describes a procedure for determining the insitu coefficient of consolidation by observing the dissipation of excess pore pressures generated during piezometer probe penetration. The procedure consists of a curve matching between the computer-generated plots and the field piezometer probe dissipation plot.
GUPTA, RAMESH C., DAVIDSON, JOHN L.
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Test methods for self-weight consolidation coefficient of deposited sediment
Yantu gongcheng xuebao, 2017 The consolidation coefficient in the Terzaghi theory is constant. It will cause significant errors if it is directly applied in the calculation of large strain consolidation of deposited sediment.
GUO Shuai-jie 1,2, ZHANG Fu-hai 3, SONG Xu-guo 1,2
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Experimental Study on the Saturated Compacted Loess Permeability under K0 Consolidation
Advances in Civil Engineering, 2020 This paper investigates the permeability characteristics of compacted loess by focusing on the anisotropy parallel and perpendicular to the compaction.
Yan-zhou Hao +4 more
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