Results 11 to 20 of about 579 (129)

Estimation of soil compaction parameters based on the Atterberg limits [PDF]

open access: yesMining and Metallurgy Engineering Bor, 2013
This paper presents the relationship between the Atterberg limits and soil compaction parameters obtained by the correlation-regression analysis. The relations between the liquid limit wl, plastic limit wp, maximum dry density rdmax and optimum moisture ...
Đoković Ksenija   +2 more
doaj   +1 more source

Relation Between Swelling Pressure and Potential Expansion Soil with Atterberg Limits

open access: yesWasit Journal of Engineering Sciences, 2022
The expansive soils can be founded in various regions and extent areas in the south, middle and north of Iraq. Damage to these soils may appear immediately after construction within five years, or it may take several years until something happen to ...
Saleem Mahmood Mearek   +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

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

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

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

Atterberg Limits Prediction Comparing SVM with ANFIS Model

open access: yesJGEET: Journal of Geoscience, Engineering, Environment and Technology, 2017
Support Vector Machine (SVM) and Adaptive Neuro-Fuzzy inference Systems (ANFIS) both analytical methods are used to predict the values of Atterberg limits, such as the liquid limit, plastic limit and plasticity index.
Mohammad Murtaza Sherzoy
doaj   +1 more source

Determination of Some Soil Characteristics of Roadside Landslides Region: A Case Study of Lapseki-Sevketiye (Canakkale)

open access: yesDoğal Afetler ve Çevre Dergisi, 2020
Landslides bring about serious environmental problems. Roadside landslides are a common natural phenomenon. They are often triggered by a combination of steep relief, rainfall and soil properties.
Mehmet Parlak
doaj   +1 more source

Temperature Effects on Atterberg Limits

open access: yesSymposium on Energy Geotechnics 2023, 2023
This study aims to investigate the effects of temperature on Atterberg limits of fine-grained soils with different mineralogies using fall cone tests. It is found in the literature that Atterberg limits are dependent on the clay mineralogy [1, 2] and are subjected to change upon an increase in temperature [3-5].
Aidy Ung   +2 more
openaire   +1 more source

Laboratory investigation of the NanoMontmorillonite clay effect on Strength and Plasticity properties of the clayey sand [PDF]

open access: yesمهندسی عمران شریف, 2021
The improvement of soil treatment by additives is one of the most critical issues in geotechnical engineering. Typical additives such as cement, lime, fly ash, and bitumen have been investigated in the past. Nanomaterials have unique features.
M.E Hosseini, M. Oliaei, H. Heidarzadeh
doaj   +1 more source

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