Results 51 to 60 of about 925 (176)
In this study, correlations are developed to predict compression index (Cc) from index parameters so that one can be able to model Jimma soils with compression index using simple laboratory tests.
Worku Firomsa +2 more
doaj +1 more source
Mechanical Characterization and Damage Modeling of Adobe Blocks Stabilized With Natural Plant Fibers
This study evaluates the mechanical performance of adobe blocks stabilized with natural plant fibers derived from Hyparrhenia hirta (HH) and Stipa offneri (SO). To this end, adobe specimens were fabricated by incorporating plant fibers into the soil matrix at contents ranging from 0% to 1% by weight of soil, with increments of 0.2%.
Barthelemy Zra Mha +5 more
wiley +1 more source
Testing surfactants as additives for clay improvement: compaction and suction effects
This paper presents an exploratory study on surfactants as additives to improve soil properties. It is hypothesized that surfactant molecules populate the air-water interfaces reducing surface tension and suction thus allowing a control of the mechanical
Jones Nathan +2 more
doaj +1 more source
Statistical processing the results of interlaboratory testing the consistency of soil - the Atterberg limits (liquid, plasticity and shrinkage limit) [PDF]
This paper presents the results of interlaboratory testing the soil consistency - the Atterberg limits (liquid, plasticity and shrinkage limit). The tests were performed on representative samples of soil.
Đurđevac-Ignjatović Lidija +2 more
doaj +1 more source
The base layer is important for the road pavement structural performance. This study aims to monitor the performance of various local composite materials as road construction materials. To do this, an experimental study treated the improvement of geotechnical properties of a lateritic gravel, initially nonadopted as a base layer, by using three ...
Etienne Malbila +6 more
wiley +1 more source
Compressed stabilized earth bricks (CSEBs) were produced by partially replacing natural lateritic soil with termite mound soil (TMS) at 15%, 20%, 25%, and 30%, while maintaining hydrated lime at 5%. Seven mixes were prepared: the control (100% soil), 100% TMS, 95% soil + 5% lime, and Mix formulation (M1) to Mix formulation (M4) containing 15%–30% TMS +
Wannyuy Kingsly Mofor +6 more
wiley +1 more source
This study systematically investigates the influence of various material and soil property inputs on the mechanistic‐empirical (ME) design of flexible pavements, utilizing the AASHTOWare Pavement ME Design software. An experimental design framework, specifically the Plackett–Burman design, was employed to analyze the effects of eleven critical ...
Neamah Suwaidan Adwez +3 more
wiley +1 more source
New Building Envelope Materials for Energy Saving and Sustainability
The hygrothermal performance of building envelopes critically influences indoor comfort and energy demand, especially in warm climates where air conditioning represents a major energy use. This study evaluates a composite earth‐based brick incorporating crushed limestone aggregates, lightly stabilized with 8% cement and optimized for Mediterranean ...
Amel Soukaina Cherif +3 more
wiley +1 more source
Elevated temperature effects on swelling pressure of compacted bentonite
We present a set of new experimental investigations on the effects of elevated temperature on the swelling pressure development of compacted bentonite. This research was motivated by an emerging interest in using bentonite as a plug material in oil and gas well abandonment.
Linhua He +4 more
wiley +1 more source
Soil classifiation for engineering purposes in Slovenia – how to proceed?
Principles of engineering soil classifiation used in Slovenia since 1948 are analysed and compared with the newly accepted European soil classifiation principles. The main differences in terminology, symbols and index properties are emphasised.
Matej Maček +2 more
doaj +1 more source

