Results 61 to 70 of about 251 (177)

Use of vertical drains and lime-cement stabilization to improve stability and reduce settlement of a high embankment on very sensitive, soft soil [PDF]

open access: yesE3S Web of Conferences
This article presents a case-study of the design and construction of a 14 m high embankment for a highway construction project in mid-Norway. The ground consists of up to 30 m soft clay, with high sensitivity over bedrock.
Wist Amdal Åse Marit   +3 more
doaj   +1 more source

Traffic effects on the soil preconsolidation pressure due to eucalyptus harvest operations

open access: yesScientia Agricola, 2005
One of the limitations for reaching sustainable forest development is related to the traffic of machines and vehicles during harvest operations and wood transport, which may cause soil structure degradation.
Moacir de Souza Dias Junior   +3 more
doaj  

Compressibilidade de um Argissolo Vermelho-Amarelo trafegado e escarificado Compressibility of a trafficked and chiseled Alfisol

open access: yesCiência Rural, 2012
O tráfego de máquinas agrícolas é considerado uma das principais fontes da compactação do solo. Uma prática utilizada para minimizar os efeitos da compactação é a escarificação, porém a haste escarificadora pode causar compactação subsuperficial.
Eduardo Saldanha Vogelmann   +5 more
doaj  

Structural quality and load-bearing capacity of an Ultisol (Argissolo Vermelho amarelo) in mechanized coffee areas with different deployment times

open access: yesRevista Brasileira de Ciência do Solo
The mechanized management systems used in Brazilian coffee plantations generate heavy machine traffic and lead to the application of loads on the soil that affect the soil structure and lead to widespread compaction.
Fábio Henrique Barbosa Sandoval   +6 more
doaj   +1 more source

The Influence of Segregation Size of Peat and Pre- Consolidation Pressure on the Effective Shear Strength Properties

open access: yesMATEC Web of Conferences, 2018
The degree of composition for peat soil in geotechnical engineering may affected the shear strength of the peat soil based on their types (sapric, hemic and fabric).
Wahab Norhaliza, Abu Talib Mohd Khaidir
doaj   +1 more source

Groundwater-Corrected Constitutive Parameterisation and Finite Element Material Library Development from Regional Borehole Data for Shallow Clayey Soils

open access: yesGeotechnics
Regional geotechnical archives contain valuable information for numerical modelling, but they are rarely organised in a form that supports traceable derivation of constitutive input parameters for advanced geotechnical analysis.
Alaa T. Alisawi   +2 more
doaj   +1 more source

The dependence of the strength properties of soil on its physical state [PDF]

open access: yesИнженерно-строительный журнал, 2012
Soils of hydraulic facilities and foundations are basically in the unsaturated state. Strength properties of these soils inside of each building area may be extremely various and should be carefully studied.
Nguyen Phuong Dzung
doaj  

Alterações estruturais e mecânicas de solo de várzea cultivado com arroz irrigado por inundação Structural and mechanical changes in a lowland soil under flooded rice

open access: yesRevista Brasileira de Ciência do Solo, 2013
A conversão de área natural para área de uso agrícola pode degradar a estrutura do solo, favorecendo a ocorrência de compactação. Este trabalho teve por objetivo avaliar as alterações nas propriedades físico-hídricas e mecânicas de um Gleissolo Háplico ...
Marcelo Ivan Mentges   +4 more
doaj  

Geotechnical and Environmental Assessment of Blast Furnace Slag for Engineering Applications. [PDF]

open access: yesMaterials (Basel), 2021
Sas W   +7 more
europepmc   +1 more source

Numerical Implementation of Isotropic Consolidation of Clayey Soils

open access: yesActa Polytechnica, 2003
This paper reports on implementation of several numerical techniques to solve a set of governing equations resulting from simple one dimensional isotropic consolidation of soils that behave according to the Cam clay model.
T. Janda, M. Kuklík, M. Šejnoha
doaj  

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