Results 31 to 40 of about 44,442 (295)

NUMERICAL MODELING OF CALIFORNIA BEARING RATIO VALUE OF FIBRE REINFORCED FLY ASH STABILIZED EXPANSIVE SOIL [PDF]

open access: yes, 2021
 Expansive soils causing significant damage to civil engineering structures. It has become a worldwide problem. In United States during 1973, the annual cost of damage was $2.3 billion due to expansive soil movement.
DR. DHARMAPAL N.SHINGADE   +1 more
core  

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

Comparison of alternative methods of estimating California Bearing Ratio (CBR) [PDF]

open access: yes, 2006
Alternative methods of estimating California Bearing Ratio (CBR) based on equations, numerical data, tables and charts have been evaluated and compared.
EF Chikumele, Chikumele, EF
core   +1 more source

POTENTIAL USE OF COLTAN MINING WASTE ROCK IN ROAD CONSTRUCTION

open access: yesAdvances in Civil and Architectural Engineering, 2023
The mining industry produces vast quantities of mine refuse, including waste rock and tailings, which pose a significant environmental problem. Mining residues, which are generated during ore extraction and mineral processing, are typically deposited ...
Alinabiwe Nyamuhanga Ally   +6 more
doaj   +1 more source

California Bearing Ratio Values of Lateritic Soils: Review Paper [PDF]

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
openaire   +3 more sources

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

Analysis of the Effect of Cement Mixing as a Peat Soil Stability Material on the California Bearing Ratio (CBR) Value [PDF]

open access: yes, 2021
102 HalamanTanah gambut merupakan material organik yang berasal dari tumbuhan dan terbentuk dalam tanah basah yang berubah secara kimia akibat pengaruh cuaca dan kondisi topografi.
Firmansyah, Rios
core  

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

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

Agro–Industrial Waste Blends on the Mechanical Response of Selected Soils

open access: yesEngineering Proceedings, 2023
Due to urbanization, it is nearly impossible to construct civil infrastructure without encountering soil materials with poor geotechnical response. In soil re-engineering, the trending practice is the use of supplementary cementitious material with the ...
Imoh Christopher Attah   +4 more
doaj   +1 more source

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