Results 161 to 170 of about 2,202 (203)
Exploring the correspondence between precompression stress and soil load capacity in soil cores
Abstract The soil precompression stress (σ p ) has been used as an estimator of the soil load bearing capacity, but a few researches have evaluated the correspondence to each other. In this study, we first evaluated in prepared soil cores the time needed for σ p to reach a quasi-stable state. Afterwards, we waited the same time for using another set
André Somavilla +4 more
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Determination of precompression stress from uniaxial compression tests
Abstract Soil compaction has been studied for many years due to its implications for crop yield. In addition, precompression stress is important tool in evaluating soil load capacity and its implications for soil structure. This study evaluated whether precompression stress fitted by different methods gave rise to different results when a wide range ...
Karina Maria Vieira Cavalieri-Polizeli +3 more
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Abstract Wetting and drying are common processes in agricultural soils, which change particle rearrangement, cementation and related properties. Some recent studies have noted that soil precompression stress (σp) – the soil capacity to support stress – can be affected by wetting and drying cycles and should be seen as state variable instead of a soil
André Somavilla +4 more
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Models for prediction of soil precompression stress from readily available soil properties
Abstract Compaction of the subsoil is an almost irreversible damage to the soil resource. Modern machinery exerts high mechanical stresses to the subsoil, and a range of studies report significant effects on soil functions. There is an urgent need for quantitative knowledge of soil strength in order to evaluate sustainability of current field traffic.
Per Schjønning, Mathieu Lamandé
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Abstract Mechanical precompression stress is a yardstick for the strength and compressibility of soils. The default method for the estimation of precompression stress is the graphic method according to Casagrande. It involves a subjective perception by the engineer who not only determines the point of the highest curvature visually, but decides also ...
Jan Rücknagel +7 more
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Abstract This study was designed to measure the variation of precompression stress (σp) with initial bulk density and initial water content and to propose pedo-transfer functions to estimate σp for two Brazilian no-till Oxisols. Undisturbed soil cores were randomly sampled (to obtain an as large as possible variation in bulk density) from two soils ...
Edwardo A. S. Mendonça +5 more
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This study is focused on the application of nanotechnology and applied confined pressure to reduce subgrade cracking under traffic loading. At stage one, the expansive subgrade was treated with varying percentages of 0%, 5%, 15%, and 25% of nanosized fly ash (NFA), coupled with confined precompression stresses of 10 kPa and 20 kPa, 12 h after the ...
Aneke Frank Ikechukwu +1 more
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Abstract Axisymmetric finite element (FE) method was developed to simulate cone penetration process in layered granular soil. The FE was modeled using ABAQUS/Explicit, a commercially available package. Soil was considered as a non-linear elastic plastic material which was modeled using variable elastic parameters of Young’s Modulus and Poisson’s ...
Mehari Z. Tekeste +4 more
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Abstract Compaction of the subsoil due to heavy traffic in moist and wet soil is widespread in modern agriculture. The objective of this study was to quantify the effects from realistic field traffic on soil penetration resistance and barley crop yield for three Luvisols developed from glacial till.
Per Schjønning +4 more
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