Results 141 to 150 of about 517 (169)
Some of the next articles are maybe not open access.
Geoderma, 2012
Abstract Precompression stress is an important criterion in soil mechanics and is often determined at a water content equivalent to a matric potential of − 6 kPa. In German-speaking countries, this matric potential corresponds to field capacity. Yet in order to assess the risk of compaction in arable soils, it needs to be known for a wide range of ...
Jan Rucknagel, Olaf Christen
exaly +3 more sources
Abstract Precompression stress is an important criterion in soil mechanics and is often determined at a water content equivalent to a matric potential of − 6 kPa. In German-speaking countries, this matric potential corresponds to field capacity. Yet in order to assess the risk of compaction in arable soils, it needs to be known for a wide range of ...
Jan Rucknagel, Olaf Christen
exaly +3 more sources
Functional evaluation of the various calculation methods for precompression stress
Abstract Precompression stress ( σ p ) is commonly used as an indicator for the load carrying capacity of a soil and its stress history. Several calculation methods have been proposed to determine
Jan De Pue +3 more
openaire +2 more sources
Determination of precompression stress from uniaxial compression tests
Soil and Tillage Research, 2008Abstract 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 ...
Johan Arvidsson +2 more
exaly +2 more sources
Nanotechnology for Environmental Engineering, 2021
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 ...
Mohamed M H Mostafa, Frank I Aneke
exaly +2 more sources
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 ...
Mohamed M H Mostafa, Frank I Aneke
exaly +2 more sources
Soil and Tillage Research, 2010
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 Rucknagel, Olaf Christen
exaly +2 more sources
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 Rucknagel, Olaf Christen
exaly +2 more sources
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.
Schjønning, Per; id_orcid 0000-0002-9362-1003 +1 more
openaire +2 more sources
Abstract The precompression stress (σ p ) has been considered as the soil load bearing capacity, because σ p theoretically separates predominantly elastic (loads lower than σ p ) from predominantly plastic (loads greater than σ p ) deformations.
Paulo Ivonir Gubiani +2 more
openaire +2 more sources
Soil water diffusivity as function of the pore size distribution and precompression stress
Soil and Tillage Research, 2023Steffen Beck-Broichsitter +2 more
exaly +2 more sources
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 ...
null M.Z. Tekeste +4 more
openaire +2 more sources

