Results 21 to 30 of about 6,010,562 (283)

Assessment of some geotechnical properties of Nigerian coastal soil: A case-study of Port-Harcourt beach mud

open access: yesJournal of Applied Sciences and Environmental Management, 2018
Soils naturally exhibit variable engineering properties and thus make the geotechnical characterization of soil for sustainable design and  construction of infrastructure imperative.
H.I. Owamah   +3 more
doaj   +1 more source

DETERMINING THE SUITABILITY OF CLAY AT ITU, AKWA IBOM STATE, NIGERIA FOR ROAD CONSTRUCTION [PDF]

open access: yesGeological Behavior, 2022
Incessant road failures in Nigeria have become an issue of serious concern in recent times as a large portion of states and federal budgets are dedicated to revamping road infrastructures.
Emanuel B. Umoren   +3 more
doaj   +1 more source

Value Estimation Of California Bearing Ratio From Hand Cone Penetrometer Test For Pekanbaru Soils

open access: yesJurnal Teknik Sipil, 2019
In practice, the design of pavement is commonly based on the California Bearing Ratio (CBR) test. This research was performed to study local correlation between Hand Cone Penetrometer (HCP) tests to the field CBR value.
Soewignjo Agus Nugroho   +2 more
doaj   +3 more sources

The influence of CBR parameters of low-frost-susceptible soils on the process of airport pavement design [PDF]

open access: yesBiuletyn Wojskowej Akademii Technicznej, 2018
The paper presents the issue of layer thickness selection in designing of concrete airport pavements depending on the values of soil substrate calculation parameters.
Jan Marszałek   +2 more
doaj   +1 more source

Recycled materials for sublayers

open access: yesActa Polytechnica CTU Proceedings, 2023
The article focuses on the recycled materials used in sleeper substructure. In the introduction, it summarizes the requirements for bearing layers of railway substructure and recycling of waste construction materials.
Richard Svoboda   +2 more
doaj   +1 more source

California Bearing Ratio Values of Lateritic Soils: Review Paper

open access: yesCivil and Environmental Research, 2019
This paper primarily  aiming on reviewing research works conducted on determination of lateritic soil properties basically California Bearing Ratio values. The reviewed documents are conducted in different countries having lateritic soils. These reviewed
Mohammed, Yimam
core   +4 more sources

Prediction of California Bearing Ratio from Consistency and Compaction Characteristics of Fine-grained Soils

open access: yesمجلة النهرين للعلوم الهندسية, 2021
Soil’s characteristics are essential for the successful design of projects such as airports runway and flexible pavement. CBR (California Bering Ratio) is one of the significant soil characteristics for highways and airports projects.
Kamal Ahmed Rashed   +2 more
doaj   +1 more source

CBR Mapping Prediction from 2D Resistivity Imaging Using Regression Following Archie’s Formula

open access: yesIraqi Geological Journal
Indirect geophysical methods are increasingly associated with direct underground methods in investigating the subsurface to address environmental and geotechnical problems and reduce the cost of underground studies.
Mohamed El Basri   +6 more
doaj   +1 more source

Engineering Properties of Cement Stabilized Expansive Clay Soil

open access: yesCivil and Environmental Engineering, 2022
This study was to evaluate the engineering properties of cement stabilized expansive clay soils. This study considered an experimental program to determine Atterberg limits, free swell index, compaction characteristics, California Bearing Ratio (CBR ...
Sorsa Alemineh
doaj   +1 more source

Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust

open access: yesCogent Engineering, 2019
Geotechnical properties of lateritic soil stabilized with ceramic waste dust (CWD) additive was examined. Specific tests conducted on the modified soil samples include grain-size distribution, Atterberg Limits, Proctor Compaction tests, and California ...
Olumuyiwa Onakunle   +2 more
doaj   +1 more source

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