Results 51 to 60 of about 114,330 (346)
Modelling of collapse settlement by effective stress and shear strength interaction for granite residual soil / Ismacahyadi Bagus Mohamed Jais [PDF]
, 2014 Over the years, consolidation settlement has always been associated with effective stress increase. However, in unsaturated soils, volume change behaviour of soils due to wetting is always complex due to changes of the soil when it is inundated. The main
Mohamed Jais, Ismacahyadi Bagus
core
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.
Bolton, Malcolm D. +2 more
core +2 more sources
Smart REASSURED Sensors via Machine‐Augmented Printable On‐Paper Arrays
Advanced Sensor Research, EarlyView.This perspective highlights the emerging role of pattern‐recognition, printable on‐paper sensor arrays for intelligent PoC diagnostics. It discusses how paper's inherent limitations can be overcome through surface modification and scalable printing, and how machine‐learning analysis of cross‐reactive arrays enables multiplexed, low‐cost, and REASSURED ...
Naimeh Naseri, Saba Ranjbar
wiley +1 more source
The Effect of Roots on the Shear Strength of Texturally Distinct Soils
Floresta e AmbienteThe aim of this work was to evaluate the roots influence on the shear strength of a clay soil and a sandy soil. Soil samples with and without roots were collected from experimental plantations of Atlantic Forest native species. The soil samples were then
Charles Maffra +3 more
doaj +1 more source
Shear Behavior of Frozen Rock-Soil Mixture
Advances in Materials Science and Engineering, 2016 Mechanical behavior of frozen rock-soil mixture was investigated through direct shear test based on remolded specimens. The peak shear strength of rock-soil mixture increases greatly when it is fully frozen.
Changqing Qi +3 more
doaj +1 more source
Thixotropic Hardening of Fao Clay
Journal of Engineering, 2019 Fao region is characterized by weak soft silty clay to clayey silt thick layer which extends to a depth of about 20 m. The construction of some structures on such soils may needs piles.
Ahmed Shakir Kamil, Ala Nasir Aljorany
doaj +1 more source
Experimental study on shear characteristics of the silty clay soil-ice interface
Scientific Reports, 2022 During the spring thawing, the decrease of soil-ice interface strength by temperature may lead to slope instability. For this reason, some researchers have explored the relationship between temperature and soil-ice interface strength.
Wanjun Huang +3 more
doaj +1 more source
Verification of the Fredlund (2019) Unsaturated Shear Strength Function
Geosciences, 2021 There has been a proliferation of equations proposed to describe the unsaturated shear strength envelope going back to the 1970s. However, there have been limited studies to verify the suitability of one unsaturated shear strength equation over another ...
Thi Phuong An Tran, Delwyn G. Fredlund
doaj +1 more source
Soil compaction of peat under the influence of electrokinetic stabilization (EKS) treatment [PDF]
, 2019 This study aims to enhance the properties of peat such as, (shear strength, compressibility, permeability and liquid limit). Peat is considered as one of the problematic soil in construction projects all over the world, which covers about 4% land of the ...
Abdul Hadi, Abdul Wahab
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Effect of strain rate on isotropically consolidated kaolin over a wide range of strain rates in the triaxial apparatus [PDF]
, 2011 Soils display strain rate dependant behaviour which may pose a problem in geotechnical engineering applications. In this study a modified lectromechanical triaxial apparatus was used to shear normally consolidated reconstituted Speswhite kaolin samples ...
Brown, M. J., Quinn, T. A. C.
core +2 more sources