Results 11 to 20 of about 462,545 (303)
Solid Phase Transitions in the Liquid Limit
Journal of Elasticity, 2023 We address the fundamental difference between solid-solid and liquid-liquid phase transitions within the Ericksen's nonlinear elasticity paradigm. To highlight ideas, we consider the simplest nontrivial 2D problem and work with a prototypical two-phase Hadamard material which allows one to weaken the rigidity and explore the nature of solid-solid phase
Grabovsky, Yury, Truskinovsky, Lev
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CORRELATION BETWEEN LIQUID LIMIT AND SHRINKAGE LIMIT
Detailed analysis of 181 Atterberg limits test results collected from literature demonstrates that shrinkage limit is the plasticity characteristic of soil. The main factor affecting the shrinkage limit is the specific surface area of the clay minerals. As the specific surface area increases, the shrinkage limit decreases. Two models for estimating the
Maregesi, Gerald
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GIS as A Tool for Expansive Soil Detection at Sulaymaniyah City
Journal of Engineering, 2020 Geotechnical engineering like any other engineering field has to develop and cope with new technologies. This article intends to investigate the spatial relationships between soil’s liquid limit (LL), plasticity index (PI) and Liquidity index (LI) for ...
Kamal Ahmad Rashed, Alle A Hussein
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Study Using Machine Learning Approach for Novel Prediction Model of Liquid Limit
Buildings, 2022 The liquid limit (LL) is considered the most fundamental parameter in soil mechanics for the design and analysis of geotechnical systems. According to the literature, the LL is governed by different particle sizes such as sand content (S), clay content ...
Muhammad Naqeeb Nawaz +7 more
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Mathematics, 2021 The swelling potentiality is a vital property of fine-grained soils strictly related to the index properties and chemical composition. The integration of machine learning techniques and geotechnical parameters provided a new integrative approach for ...
Abdelaziz El Shinawi +4 more
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One dimensional normal consolidation line equation
Journal of the Mechanical Behavior of Materials, 2022 Many empirical equations have been proposed in the past to predict the parameters of the one-dimensional normal consolidation line (1D-NCL) for soils. However, applications of these equations are limited to specific range of pressure and plasticity soils.
Al-Badran Yasir M. +2 more
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The plastic limit of clays [PDF]
, 2013 The plastic limit of soils was first described by Atterberg in 1911. The thread-rolling test was standardised at the US Public Roads Bureau in the 1920s and 1930s, and has subsequently become one of the standard tests of soil mechanics.
Vardanega, Paul J +2 more
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GeoScience Engineering, 2020 The liquid limits of different types of silts were determined under varying void ratio conditions by carrying out the cone penetrometer and the Casagrande tests.
Eren KOMURLU
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Liquid-plastic limit curves of expansive soil under different acidic environments.
, 2023 Liquid-plastic limit curves of expansive soil under different acidic environments.
Gui-yao Wang (9931919) +3 more
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Fast algorithms for liquid crystal modelling [PDF]
, 2014 We review different modeling and computational methods to determine the Q-tensor representation of the director field alignment in the absence of defects.
Keith R. Daly +9 more
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