Results 21 to 30 of about 1,202,539 (172)

Automatic determination of the Atterberg limits with machine learning•

open access: yesDyna, 2022
In this study, we determine the liquid limit (𝑊𝑙), plasticity index (PI), and plastic limit (𝑊𝑝) of several natural fine-grained soil samples with the help of machine-learning and statistical methods. This enables us to locate each soil type analysed in
David Antonio Rosas   +3 more
doaj   +1 more source

Estimating Atterberg limits of soils from hygroscopic water content [PDF]

open access: yes, 2021
A number of environmental, agronomic and engineering applications require knowledge of the Atterberg limits (liquid limit, LL; plastic limit, PL) and the plasticity index, PI of soils.
Arthur, Emmanuel   +6 more
core   +1 more source

Stabilization of Subgrade Soil for Highway by Recycled Polyester Fiber [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2014
Subgrade soil stabilization is one of the primary and major processes in the construction of any highway; also environmental authorities are concerned about the growing amount of polyethylene (PET) bottles produced by household sectors.
Foad Changizi, Abdolhosein Haddad
doaj   +1 more source

Effect of Sulfate on the Aggregation of Clay Particles in Loess

open access: yesFrontiers in Earth Science, 2022
The type and structure of clay minerals are among the main factors affecting the physical and mechanical properties of loess, and the salt content plays a dominant role in many factors affecting aggregation.
Liuyang Gu   +3 more
doaj   +1 more source

Application of toughness limit in assessment of soil compaction identifiers

open access: yesGrađevinar, 2023
In geotechnical engineering, the precise evaluation of compaction parameters is essential for quality control assessment. One option is the use of the toughness limit (TL), concisely defined as the water content, at which the behaviour of fine-grained ...
Satoru Shimobe   +2 more
doaj   +1 more source

Consistency Characteristics of Dispersive Clays [PDF]

open access: yesEngineering and Technology Journal, 2021
Dispersive soils are characterized by three features: (1) unstable structure, (2) they are readily flocculate in water, and (3) very erodible. The use of dispersed clay soils in hydraulic structures, dams and road dams can cause serious engineering ...
Roaa Ismael   +2 more
doaj   +1 more source

A Survey on the Relationships between Compression Index, Coefficient of Consolidation, and Atterberg Limits

open access: yesJournal of Sustainable Construction Materials and Technologies, 2022
Correlations between compression index and atterberg limits found in the literature are very important for preliminary estimation. These equations are usually interpreted based on the R-square parameter and classified according to the conditions of the ...
Sirin Ozkan Ipek, Kaveh Dehghanıan
doaj   +1 more source

Discussion of ‘‘Re-Examination of Undrained Strength at Atterberg Limits Water Contents’’ by H.B. Nagaraj, A. Sridharan & H.M. Mallikarjuna [PDF]

open access: yes, 2012
Having recently investigated soil strength at the Atterberg limits, the discussers read the paper by Nagaraj et al. (2012) with interest. Whilst some of the conclusions of the paper concur with those of our own work, there are other areas in which we ...
Haigh, S K, Vardanega, P J
core   +1 more source

The plastic limit of clays [PDF]

open access: yes, 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
core   +1 more source

Reusing Dredged Material through Stabilization with So-Called Bio-Enzyme Products

open access: yesBuildings, 2023
Sediments are dredged from waterways to maintain maritime activities and prevent floods. Exorbitant amounts of money are budgeted for the removal of dredged material (DM) and its disposal in landfills.
Saeed Rabbanifar   +11 more
doaj   +1 more source

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