Log in

Relevant bibliographies by topics / Lateritic soils Reliability analysis / Journal articles

To see the other types of publications on this topic, follow the link: Lateritic soils Reliability analysis.

Journal articles on the topic 'Lateritic soils Reliability analysis'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Lateritic soils Reliability analysis.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

C.M.O.Nwaiwu, J.O.Afolayan, and K.J.Osinubi. "RELIABILITY ESTIMATES OF FIELD HYDRAULIC CONDUCTIVITY OF COMPACTED LATERITIC SOILS." Continental J. Engineering Sciences 4 (July 22, 2009): 36–47. https://doi.org/10.5281/zenodo.833701.

Full text

Abstract:

This paper presents results of reliability estimates of field hydraulic conductivity for compacted lateritic soils as landfill liners. The estimates were made by incorporating a predictive model for hydraulic conductivity, which was developed from field data, into a FORTRAN-based first-order reliability program. At any given reliability level, the estimated hydraulic conductivities decreased as compactor weight, plasticity index, or initial saturation increased. However, the hydraulic conductivities increased as either gravel content or clay content increased. The results also showed that, at

APA, Harvard, Vancouver, ISO, and other styles

2

Afolayan, J. O., C. M. O. Nwaiwu, and K. J. Osinubi. "Comparative reliability evaluation of lateritic soils as hydraulic barriers." Geotechnical and Geological Engineering 23, no. 5 (2005): 561–81. http://dx.doi.org/10.1007/s10706-004-1199-y.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Worlu, Bright,, Eme, Dennis Budu, and Ohwerhi Kelly Erhiferhi. "Evaluating the Unconfined Compressive Strength Retention of Corn Starch Stabilized Lateritic Soils." Journal of Engineering Research and Reports 27, no. 7 (2025): 347–62. https://doi.org/10.9734/jerr/2025/v27i71577.

Full text

Abstract:

This study evaluates the effectiveness of corn starch as a sustainable stabilizer for lateritic soils, focusing on unconfined compressive strength (UCS) retention under wet–dry cycles. A (3,2) Scheffé simplex lattice design was employed to vary lateritic soil, corn starch, and water-to-solids (w/s) ratio across 12 mixes (6 trial, 6 control). Samples were cured for 28 days, then subjected to 12 wet–dry cycles to assess UCS retention. UCS retention ranged from 69.68% to 90.12% for trial mixes and 69.68% to 91.24% for control mixes, indicating strong durability. The best-performing mixes exceeded

APA, Harvard, Vancouver, ISO, and other styles

4

Bandeira, Alex Alves, Rita Moura Fortes, and João Virgilio Merighi. "A study of the Hot-Mix Asphalt layer thickness reduction when applied over lateritic soils cement base in airfield." Exacta 7, no. 1 (2009): 121–32. http://dx.doi.org/10.5585/exacta.v7i1.798.

Full text

Abstract:

In tropical region, in upper layers, soils having red or yellow coloration are generally found and are denominated lateritic soils. They are rich in aluminum hydroxides and ferric hydrates that give an elevated mechanic resistance. When the lateritic soils are used as a construction material in the structural pavement, the exceptional mechanical characteristic reduced the cost over 50% when associated with the sub-base and base layers, or over 25% when the lateritic soil is treated with cement. In São Paulo State, it was made more than ten thousands kilometers of roads where the base or sub-ba

APA, Harvard, Vancouver, ISO, and other styles

5

Bandeira, Alex Alves, Rita Moura Fortes, and João Virgilio Merighi. "A study of the Hot-Mix Asphalt layer thickness reduction when applied over lateritic soils cement base in airfield DOI: 10.5585/exacta.v7i1.798." Exacta 7, no. 1 (2009): 121–32. http://dx.doi.org/10.5585/exactaep.v7i1.798.

Full text

Abstract:

In tropical region, in upper layers, soils having red or yellow coloration are generally found and are denominated lateritic soils. They are rich in aluminum hydroxides and ferric hydrates that give an elevated mechanic resistance. When the lateritic soils are used as a construction material in the structural pavement, the exceptional mechanical characteristic reduced the cost over 50% when associated with the sub-base and base layers, or over 25% when the lateritic soil is treated with cement. In São Paulo State, it was made more than ten thousands kilometers of roads where the base or sub-ba

APA, Harvard, Vancouver, ISO, and other styles

6

Liu, Man, and Guilin Han. "Distribution of soil nutrients and erodibility factor under different soil types in an erosion region of Southeast China." PeerJ 9 (June 16, 2021): e11630. http://dx.doi.org/10.7717/peerj.11630.

Full text

Abstract:

Background Soil erosion can affect the distribution of soil nutrients, which restricts soil productivity. However, it is still a challenge to understand the response of soil nutrients to erosion under different soil types. Methods The distribution of soil nutrients, including soil organic carbon (SOC), soil organic nitrogen (SON), and soil major elements (expressed as Al2O3, CaO, Fe2O3, K2O, Na2O, MgO, TiO2, and SiO2), were analyzed in the profiles from yellow soils, red soils, and lateritic red soils in an erosion region of Southeast China. Soil erodibility K factor calculated on the Erosion

APA, Harvard, Vancouver, ISO, and other styles

7

Velten, Rodrigo Z., Dário C. Lima, Maurício P. F. Fontes, and Carlos A. B. Carvalho. "Electroosmosis in the Remediation of Tropical Soils Contaminated with Cadmium: Effect of the Incubation Time." Soils and Rocks 35, no. 1 (2012): 39–49. http://dx.doi.org/10.28927/sr.351039.

Full text

Abstract:

This paper addresses the effect of cadmium incubation time on the electroosmotic decontamination of three residual soils from the Zona da Mata Norte, Minas Gerais State, Brazil. The laboratory testing program included the following: (i) materials, encompassing a lateritic clayey silty sand (soil 1), a non-lateritic clayey silty sand (soil 2), and a non-lateritic sandy silty clay (soil 3) impregnated with an aqueous solution of cadmium nitrate in the concentration of 100 mg.L-1; (ii) soils and mixtures specimens compaction at the Standard AASHTO compaction effort; (iii) mixtures contaminant inc

APA, Harvard, Vancouver, ISO, and other styles

8

Almeida, Bárbara Drumond, Lisley Madeira Coelho, Antônio Carlos Rodrigues Guimarães, and Sergio Neves Monteiro. "Effect of Sand Addition on Laterite Soil Stabilization." Materials 17, no. 24 (2024): 6033. https://doi.org/10.3390/ma17246033.

Full text

Abstract:

Lateritic soils, particularly abundant in tropical regions, have been successfully used in the construction of unbound layers of flexible pavements in Brazil since the 1970s. Despite their potential, these soils are often discarded or only recommended after stabilization processes, based on traditional parameters such as gradation requirements and Atterberg limits. This study investigates the mechanical characteristics of a lateritic soil from Roraima, focusing on its resilient modulus and permanent deformation properties, assessed through repeated load triaxial tests. Specifically, this resea

APA, Harvard, Vancouver, ISO, and other styles

9

Vordoagu, J. J. "Evaluation of Wet and Dry Methods of Sieve Analysis for Tropical Lateritic Soils in Ghana." AFRICAN JOURNAL OF APPLIED RESEARCH 10, no. 2 (2025): 569–602. https://doi.org/10.26437/ajar.v10i2.844.

Full text

Abstract:

Purpose: This paper compares and analyses the results from various soils' wet sieving and dry sieving methods, emphasising lateritic soils. Design/Methodology/Approach: A laboratory study involving soils from six (6) different sources was designed to investigate the disparity between the wet and dry sieve methods of particle distribution of soils. The samples were subjected to wet sieve analysis. Then, dry sieve analysis was performed on the same samples. Following analysis, the soil was categorised using the USCS and the AASHTO classification scheme. The results were then compared for dispari

APA, Harvard, Vancouver, ISO, and other styles

10

Usmani, A., A. Nanda, S. K. Jain, and A. Mandal. "Analysis and Design of an Underground Portal in Lateritic Soils." Geotechnical and Geological Engineering 30, no. 4 (2012): 761–73. http://dx.doi.org/10.1007/s10706-012-9494-5.

Full text

APA, Harvard, Vancouver, ISO, and other styles

11

Ko, Tzu-Hsing, and Chen-Yao Chu. "Tea Garden Lateritic Soil as a High-Temperature Desulfurization Sorbent: Effect of Oxygen on Regeneration Process." Journal of Chemistry 2018 (July 19, 2018): 1–6. http://dx.doi.org/10.1155/2018/6795071.

Full text

Abstract:

The lateritic soils collected from a tea garden were used to explore the regeneration process using different O2 contents for high-temperature desulfurization. The desulfurization and regeneration experiments were carried out using a fixed-bed reactor at 500°C and the gaseous mixture composed of 1% H2S, 25% CO, 15% H2, and balance N2 for the desulfurization process. Experimental results showed that the regenerability is better when the air was used as a regeneration gas and the regeneration time is shortened. Multiple regeneration experiments indicated that lateritic soils can be regenerated b

APA, Harvard, Vancouver, ISO, and other styles

12

Uvaraj, S., and R. Neelakantan. "Zonation of Landslide Hazards Based on Frequency Ratio Modeling at Coonoor and Kothagiri Taluks of Nilgiri District, Tamil Nadu, India." Disaster Advances 15, no. 5 (2022): 8–19. http://dx.doi.org/10.25303/1505da08019.

Full text

Abstract:

A frequency ratio model is developed within the framework of a Geographic Information System (GIS) to map landslide hazards in a mountainous environment. The Nilgiri Hills (Mountains) of Tamil Nadu are prone to landslides; these landslides are typically the result of the structural failure of thick laterite soils that have been saturated by heavy rains during the monsoon season. The GIS based analysis in the present work incorporates the frequency ratio values from the existing landslides. The landslide inventory of paleoscars was located by a collection of existing historical reports. Detaile

APA, Harvard, Vancouver, ISO, and other styles

13

Ishola, K., O. A. Olawuyi, P. Yohanna, A. A. Bello, R. O. Sani, and O. O. Akin. "Reliability Evaluation of Compaction Water Content of Plantain Peel Ash Treated Lateritic Soil." Nigerian Journal of Technological Development 18, no. 1 (2021): 47–54. http://dx.doi.org/10.4314/njtd.v18i1.7.

Full text

Abstract:

A first-order reliability method (FORM)was employed to assess the compaction water content, CWC (i.e optimum moisture content) of residual lateritic soil mixed with plantain peel ash (PPA) and compacted with British Standard Light (BSL)and British Standard Heavy (BSH)energies, for flexible pavement applications. A Multi-linear regression model was generated from values obtained via laboratory tests using Mini-tab R15 software, which served as a performance function that was applied for the analysis. Using the regression models for CWC, established distributions for the relevant soil factors, s

APA, Harvard, Vancouver, ISO, and other styles

14

Nait-Rabah, Ouahcène, Flavio Germain, Yannick Estevez, et al. "Characterisation of Geotechnical Properties of Residual Tropical Soils Used for Road Infrastructure: French Guiana Experience." Applied Sciences 13, no. 13 (2023): 7943. http://dx.doi.org/10.3390/app13137943.

Full text

Abstract:

This paper presents the first laboratory study of four materials (three lateritic soils and one sandy soil) mainly used in road construction in French Guiana. The analysis of macroscopic behaviour by physical tests, following French standards, made it possible to classify and group the samples with respect to the rules specified in the Guide des Terrassements Routiers (GTR). According to the GTR, these raw materials could only be used as backfill materials and under very specific hydric conditions. Chemical and mineralogical characterisation by the X-ray fluorescence analysis, scanning electro

APA, Harvard, Vancouver, ISO, and other styles

15

Marçal, Régis, Paulo César Lodi, Natália de Souza Correia, Heraldo Luiz Giacheti, Roger Augusto Rodrigues, and John S. McCartney. "Reinforcing Effect of Polypropylene Waste Strips on Compacted Lateritic Soils." Sustainability 12, no. 22 (2020): 9572. http://dx.doi.org/10.3390/su12229572.

Full text

Abstract:

This study evaluated the strength properties of compacted lateritic soils reinforced with polypropylene (PP) waste strips cut from recycled plastic packing with the goal of promoting sustainability through using local materials for engineering work and reusing waste materials as low-cost reinforcements. Waste PP strips with widths of 15 mm and different lengths were uniformly mixed with clayey sand (SC) and clay (CL) soils with the goal of using these materials as low-cost fiber reinforcements. The impact of different PP strip contents (0.25% to 2.0%) and lengths (10, 15, 20, and 30 mm) on the

APA, Harvard, Vancouver, ISO, and other styles

16

Rizal, N. H. A., M. A. Hezmi, R. Razali, et al. "Effects of Lime on the Compaction Characteristics of Lateritic Soil in UTM, Johor." IOP Conference Series: Earth and Environmental Science 971, no. 1 (2022): 012031. http://dx.doi.org/10.1088/1755-1315/971/1/012031.

Full text

Abstract:

Abstract Lime has been investigated as a ground improvement material for soils, particularly for road construction, as an alternative to soil cement stabilisation. However, the effect of lime on lateritic soil compaction characteristics is not completely defined. In this article, soil samples from Universiti Teknologi Malaysia (UTM), Skudai, Johor were subjected to a variety of engineering tests, including specific gravity, sieve analysis, Atterberg’s limit, and compaction. According to the results of Atterberg’s Limit, lateritic soil has a plasticity index (PI), a plastic limit (PL), and a li

APA, Harvard, Vancouver, ISO, and other styles

17

G.O., Adunoye, Akanbi O.T., Odusina G.H., and Faloye A.S. "Engineering Characteristics of Soils Reinforced with Shredded Plastic Waste." International Journal of Mechanical and Civil Engineering 6, no. 1 (2023): 17–25. http://dx.doi.org/10.52589/ijmce-hbq3bmwy.

Full text

Abstract:

There is a continuous attempt at seeking different, economical and environmental-friendly means of improving the strength of soils. This work therefore studied the effects of shredded plastic waste (SPW) on the strength of selected soils. To achieve the aim of the study, lateritic soil samples were collected from two identified active borrow pits in Ile-Ife. Following standard procedures, the following tests were conducted on the soils in their natural state: natural moisture content, grain size analysis, specific gravity, Atterberg limits, compaction, and California bearing ratio (CBR). Subse

APA, Harvard, Vancouver, ISO, and other styles

18

Awarri, A.W., and C. G. Otto. "Behaviour of Undrained Cohesion in Fly Ash Stabilized Lateritic Soil." Behaviour of Undrained Cohesion in Fly Ash Stabilized Lateritic Soil 9, no. 2 (2024): 5. https://doi.org/10.5281/zenodo.10670206.

Full text

Abstract:

An investigation of the behaviour of undrained cohesion in fly ash stabilized lateritic soil was carried out with respect to the strength of the lateritic soil. This study looks into the possibility of using fly ash to enhance the strength of lateritic soils for construction purposes. The soil samples were obtained from three (3) boreholes (BH1-BH3) at different locations at a depth of 1.0, 1.5 and 2.0 meters each. Several preliminary laboratory tests, including specific gravity, moisture content, bulk density, Atterberg limit, particle size analysis and triaxial tests were carried out first t

APA, Harvard, Vancouver, ISO, and other styles

19

Tang, Kangwei, Feng Zeng, Liang Shi, Long Zhu, Zining Chen, and Feng Zhang. "Mechanical Behavior of Hydrated-Lime–Liquid-Stabilizer-Treated Granular Lateritic Soils." Sustainability 15, no. 6 (2023): 5601. http://dx.doi.org/10.3390/su15065601.

Full text

Abstract:

Granular lateritic soil is commonly used for road construction in humid tropical and subtropical regions. However, the high plastic clay content and poor particle distribution of some laterite materials make them unsuitable for bases and subbases. Lime treatment is a widely used method for improving problematic lateritic soil, and liquid ionic stabilizers are considered an environmentally friendly solution for reinforcing such soils. However, using only lime or only stabilizers may not be optimal. This study investigated the effect of treating granular lateritic soil with hydrated lime and a n

APA, Harvard, Vancouver, ISO, and other styles

20

Gui, Meen-Wah, and Chun-Ming Yu. "Rate of strength increase of unsaturated lateritic soil." Canadian Geotechnical Journal 45, no. 9 (2008): 1335–43. http://dx.doi.org/10.1139/t08-065.

Full text

Abstract:

Lateritic soil is a kind of residual soil that is widely distributed in Asia. The water table of the soil is normally very deep so the upper part of the soil is often unsaturated. The largest lateritic soil area in Taiwan is the Linkou terrace. Because the soil here is loosely cohered and consolidated, the problem of slope instability and landslides has always been a major concern. To evaluate the triggering mechanism of landslides, it is necessary to obtain the failure criterion that represents both the saturated and unsaturated conditions of the soil before any analysis is carried out. The p

APA, Harvard, Vancouver, ISO, and other styles

21

Tsykin, EN, and GC Slessar. "Estimation of salt storage in the deep lateritic soils of the darling plateau, Western Australia." Soil Research 23, no. 4 (1985): 533. http://dx.doi.org/10.1071/sr9850533.

Full text

Abstract:

The salt content of soils in the principal bauxitic area of the Darling Plateau is broadly known from drilling. Soil salinities averaged over 15 km2 grid blocks bear a strong statistical relationship to a number of easily measured parameters, including distance from the Darling Scarp, mean annual rainfall and drainage density. We have used a nonlinear regression equation (r=0.96) to prepare maps showing soil salinity isopleths estimated with two levels of reliability. Similar regression equations have been used to estimate average soil salt contents over selected depth intervals. These regress

APA, Harvard, Vancouver, ISO, and other styles

22

Wiwarsono, Fransisko, Paulus Pramono Rahardjo, and Imam Achmad Sadisun. "Karakterisasi Tanah Vulkanik di Kabupaten Kediri, Jawa Timur, Indonesia Berdasarkan Uji CPT, SPT, dan PMT." Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil 12, no. 2 (2024): 83–94. http://dx.doi.org/10.35139/cantilever.v12i2.205.

Full text

Abstract:

Indonesia is a country surrounded by the Pacific Ring of Fire so that various areas are dominated by volcanic soil. Volcanic soils have unique and unusual characteristics, different structures and properties from soil in general, and are strongly influenced by geological processes. Volcanic soils were also found to be problematic and caused a lot of geotechnical damage. Research on volcanic soils from a geotechnical perspective in Indonesia is still very limited. This study aims to characterize volcanic materials in Kediri Regency, East Java, Indonesia, based on in situ testing using CPT (Cone

APA, Harvard, Vancouver, ISO, and other styles

23

Hyoumbi, William Tchungouelieu, Patrick Pizette, Armand Sylvain Ludovic Wouatong, and Nor-Edine Abriak. "Mineralogical, Chemical, Geotechnical and Mechanical Investigations of Bafang Lateritic Fine Soils Formed on Basalts (West-Cameroon) for Road Embankment Purpose." Earth Science Research 7, no. 2 (2018): 42. http://dx.doi.org/10.5539/esr.v7n2p42.

Full text

Abstract:

The present paper treats the relationship between geotechnical parameters and the mineralogical compositions, in order to understand the behavior of the Bafang lateritic fine soils and their efficient use as road embankment materials on the other hand. Thus, the field campaigns have permitted to distinguish two facies of Bafang lateritic fine soils: reddish and yellowish facies. The X-ray diffraction (XRD), the thermo-gravimetry analysis (TGA) and the X-ray fluorescence (XRF) have revealed that the reddish facies contents: kaolinite (53.34% -48.29%); hematite (16.62% - 17.40 %); gibbsite (8.26

APA, Harvard, Vancouver, ISO, and other styles

24

Rodrigues, John K. G., Philippe Reiffsteck, J. C. Auriol, and Mamadou Ndiaye. "Universal Classification for the Use of Lateritic Soils in Low Cost Durable Pavements." Soils and Rocks 36, no. 3 (2013): 241–49. http://dx.doi.org/10.28927/sr.363241.

Full text

Abstract:

The literature review of previous studies and the analysis of observations and knowledge gathered in Africa, as well as regional experience in Brazil, India and Australia on the influences of texture, grain size distribution and mineralogy conditions on the stability of materials used in pavement base have shown that the mechanical behaviour of lateritic soils is strongly influenced by their physical and mineralogical properties, we argue in this article that development of new procedures for classification of these soils as new building materials, that consider appropriate designs for the hum

APA, Harvard, Vancouver, ISO, and other styles

25

SANTANA, Lidiane Hellen dos Santos, Antonio Carlos Rodrigues GUIMARÃES, and Maria Esther Soares MARQUES. "AVALIAÇÃO DO POTENCIAL DE ERODIBILIDADE DE SOLOS RESIDUAIS TROPICAIS COMPACTADOS : ESTUDO DE CASO NA FERROVIA DE INTEGRAÇÃO OESTE – LESTE (FIOL)." Geosciences = Geociências 43, no. 1 (2024): 17–27. http://dx.doi.org/10.5016/geociencias.v43i1.17834.

Full text

Abstract:

RESUMO - Este artigo avalia a erodibilidade de dois solos residuais tropicais compactados originários de taludes da Ferrovia de Integração Oeste – Leste (FIOL) com base em critérios da caracterização física, ensaios químicos, mineralógicos, de infiltrabilidade e perda de massa por imersão modificada usando a metodologia MCT, em três condições de umidade: compactado na umidade ótima, pré-infiltrado e seco por 24 horas. Os critérios baseados nos limites de consistência e granulometria mostraram-se pouco confiáveis na avaliação da erodibilidade dos solos residuais tropicais. Os ensaios químicos e

APA, Harvard, Vancouver, ISO, and other styles

26

O. Ajala, M., K. J. Akinyede, G. O. Adunoye, and I. J. Akintola. "A study on the effects of groundnut shell ash on strength characteristics of soil." International Journal of Advanced Geosciences 8, no. 1 (2020): 41. http://dx.doi.org/10.14419/ijag.v8i1.30645.

Full text

Abstract:

This study investigated the effect of groundnut shell ash (GSA) on the strength of selected lateritic soils, with a view to determining the optimum percentage of GSA that will give the best strength properties of the soils. Soil samples were collected from two different borrow pits and identified as sample A and sample B respectively. Preliminary tests (Natural moisture content, specific gravity, grain size analysis, Atterberg limit) and engineering tests (compaction and unsoaked California bearing ratio (CBR)) were conducted on the soil samples in their natural state. GSA was then added to th

APA, Harvard, Vancouver, ISO, and other styles

27

Tamassoki, Sakina, Nik Norsyahariati Nik Daud, Fauzan Mohd Jakarni, Faradiella Mohd Kusin, Ahmad Safuan A. Rashid, and Mohammad Jawed Roshan. "Compressive and Shear Strengths of Coir Fibre Reinforced Activated Carbon Stabilised Lateritic Soil." Sustainability 14, no. 15 (2022): 9100. http://dx.doi.org/10.3390/su14159100.

Full text

Abstract:

Constructing structures on lateritic soil is challenging in geotechnical engineering due to the various physical and geotechnical characteristics. Many studies investigated different stabiliser materials to strengthen the geotechnical parameters of lateritic soil. This study used activated carbon and coir fibre (ACF) to stabilise lateritic soils as an environmentally friendly binder. Experiments including the unconfined compressive strength (UCS) test and the direct shear test (DST) are performed to investigate the mechanical properties of ACF-stabilised soil for different percentages of activ

APA, Harvard, Vancouver, ISO, and other styles

28

Okeke, Chukwueloka, Samuel Abbey, Jonathan Oti, et al. "Appropriate Use of Lime in the Study of the Physicochemical Behaviour of Stabilised Lateritic Soil under Continuous Water Ingress." Sustainability 13, no. 1 (2020): 257. http://dx.doi.org/10.3390/su13010257.

Full text

Abstract:

Lime stabilisation is one of the traditional methods of improving the engineering properties of lateritic soils for use as subgrade and foundation materials for the construction of road pavements and highway embankments. Understanding the mechanical performance of lime-stabilised lateritic subgrades in terms of their durability under continuous water ingress will improve environmental sustainability by conserving scarce natural resources and reducing the environmental impacts of repair and replacement of pavements. However, there are several conflicting reports on the durability of lime-stabil

APA, Harvard, Vancouver, ISO, and other styles

29

Bentil, Obed Takyi, Chao Zhou, Daniel Peprah-Manu, and Damilola Bashir Akinniyi. "Temperature-dependent elastic shear modulus of a saturated lateritic clay." E3S Web of Conferences 544 (2024): 12003. http://dx.doi.org/10.1051/e3sconf/202454412003.

Full text

Abstract:

The thermo-mechanical behaviour of saturated clays and sands has been studied by many researchers, considering that it is useful in many geotechnical problems, such as the analysis of energy foundations and the effects of climate change on earth structures. Despite the fact that temperature is known to affect the yielding and volume change behaviour of soils, the effects of temperature on the elastic shear modulus (G0) of soils are rarely studied. In this study, a temperaturecontrolled oedometer equipped with bender elements was developed. It was used to investigate the effects of temperature

APA, Harvard, Vancouver, ISO, and other styles

30

Ayoola, Akinwunmi,, and Agbude, Philip. "Stabilization of Lateritic Soil for Road Application Using Lime and Cow Bone Ash." Journal of Engineering Research and Reports 25, no. 6 (2023): 109–21. http://dx.doi.org/10.9734/jerr/2023/v25i6927.

Full text

Abstract:

Roads should possess sufficient strength to support wheel loads imposed upon them either during construction or the service life of the pavement. It is sometimes necessary to treat soils to provide a stable subgrade or a working platform for the construction of the road surface. Cow bones scattered in Nigerian meat markets and abattoirs have become an environmental concern, hence the need to seek alternative uses for them. This study is concentrated on the stabilizing potential of cow bone ash (CBA) as an eco-friendly bio-waste material and lime on the stabilization of lateritic soil for road

APA, Harvard, Vancouver, ISO, and other styles

31

Babacar, LY, BA Makhaly, and Dione Adama. "Studies of the mechanical performance of SH85 and cement-stabilized lateritic aggregates soil." Journal of Scientific and Engineering Research 10, no. 6 (2023): 116–22. https://doi.org/10.5281/zenodo.10462880.

Full text

Abstract:

<strong>Abstract </strong>The objective of this research is to improve the mechanical characteristics of lateritic soils with calcium silicate (CaSiO3) with the trade name SH-85 as a chemical additive and Portland cement. Laboratory tests have been conducted on natural lateritic gravels (particle size analysis, Atterberg limits, Modified Proctor test and CBR test), but also on SH-85 stabilized lateritic aggregates. Investigations conducted at the University of Oregon to evaluate the elemental composition of the SH85 stabilizer have confirmed the use of calcium Silicate (CaSiO3), which formula

APA, Harvard, Vancouver, ISO, and other styles

32

Ale, Temitayo Olamide, Olabode Olabanji Olofinyo, Oluremi Success Odebode, and David Shola Esan. "EFFECT OF COMPACTION AT DIFFERENT ENERGY LEVELS ON THE GEOTECHNICAL PROPERTIES OF STABILIZED SOILS." Malaysian Journal of Geosciences 6, no. 1 (2022): 29–35. http://dx.doi.org/10.26480/mjg.01.2022.29.35.

Full text

Abstract:

This study is aimed at evaluating the influence of compaction (at different energy levels) on the geotechnical properties of stabilized soils. To achieve this, four bulk soil samples (BDL1, BDL2 BDL3 & BDT) consisting of termite reworked soils and residual lateritic soils were collected at New Stadium Road, Awo hall, University of Ibadan, Nigeria at a depth of 2m for strength tests and at depths of 1m, 1.5m & 2m for index tests. Geotechnical analysis (index tests and strength tests) and geochemical analysis (X-ray Diffraction) were carried out on the sampled soils. The study revealed t

APA, Harvard, Vancouver, ISO, and other styles

33

Amrutha, U.A., S. Kumar Anjana, Chandran Gopika, Amsaj N. Jaseena, Johnson Shruthi, and J. Dr.Jayamohan. "Influence of Minerology on the Engineering Properties of Lateritic Soil." Journal of Advances in Geotechnical Engineering 3, no. 2 (2020): 1–5. https://doi.org/10.5281/zenodo.3949779.

Full text

Abstract:

Laterite is a soil which is having a high content of iron and aluminium and is mostly found in hot and wet tropical areas. They are formed through a process known as Laterization which is a combination of intensive and prolonged chemical process and leaching. The mineralogical compound of various samples of lateritic soils will be identified by carrying out microscopic analysis. The influence of mineralogical composition on bearing capacity will be investigated by carrying out laboratory scale load tests on model footings.

APA, Harvard, Vancouver, ISO, and other styles

34

Santos, Leandro Victor dos, Helena Polivanov, Renata De Carvalho Jimenez Alamino, and Vitor Hugo Gomes da Silva. "Adsorção de cloreto e potássio em solos tropicais." Anuário do Instituto de Geociências 29, no. 2 (2006): 101–21. http://dx.doi.org/10.11137/2006_2_101-121.

Full text

Abstract:

This research is concerned on the analysis of the sorption behavior of chloride and potassium íons, in potassium chloride compounds, by means of batch tests using lateritic soils and kaolinitic materials. The applied methodology consisted on the acquisition of representative samples of latossols, kaolinitic material and laboratorial procedures, where the samples were characterized according to their chemical, physical and mineralogical characteristics. Later on, batch tests were accomplished. The analytical results show that the chloride presents a higher mobility than the potassium for both s

APA, Harvard, Vancouver, ISO, and other styles

35

Makarova, M. A., E. S. Shipilova, N. M. Boeva, D. A. Vnuchkov, and N. S. Bortnikov. "SOURCES OF SUBSTANCE AND GENETIC RELATION OF SOIL AND BAUXITE BEARING HORIZONS IN THE LATERITE PROFILE OF THE WEATHERING CRUST (OF THE FUTA JALLON-MANDINGO PROVINCE, REPUBLIC OF GUINEA)." Доклады Российской академии наук. Науки о Земле 511, no. 2 (2023): 181–90. http://dx.doi.org/10.31857/s2686739723600893.

Full text

Abstract:

For the first time, a granulometric analysis of lateritic soils was carried out and the sources of the substance involved in the formation of the degradation zone in the bauxite-bearing laterite profile of the bauxite-bearing province of Futa Jallon-Mandingo were identified. Throughout the province, on the stony rocks of the lateritic covers, the soil horizon occurs everywhere - the uppermost element of the vertical profile of the weathering crust. In the soil horizon, most of the components become mobile, leaching processes predominate, and laterites are mobilized and redistributed. The study

APA, Harvard, Vancouver, ISO, and other styles

36

Menezes, Luisa Carla de Alencar, Antonio Carlos Rodrigues Guimarães, Maria Esther Soares Marques, Tales Santos Ribeiro, and Filipe Almeida Corrêa do Nascimento. "Analysis of the Influence of Moisture Variation on the Behavior of Tropical Soils of Carajás Railway." Applied Sciences 13, no. 13 (2023): 7909. http://dx.doi.org/10.3390/app13137909.

Full text

Abstract:

The criteria for selecting materials for railway pavement (particle size distribution, California Support Index, and physical indexes) are not suitable for evaluating the hydraulic behavior of tropical soils under unsaturated conditions, often resulting in the rejection of soils with good mechanical and hydraulic performance. The railway trackbed is exposed to precipitation, allowing water infiltration into the pavement layers and consequently leading to moisture variation. Therefore, the present study aims to assess the moisture variation over time in the railway trackbed when subjected to th

APA, Harvard, Vancouver, ISO, and other styles

37

Ben, Luiz Henrique Ferrador, Paula Taiane Pascoal, Patricia Rodrigues Falcão, Luigi Tavares Gomes, Magnos Baroni, and Luciano Pivoto Specht. "Plastic deformation analysis of lateritic clay soils using multi-stage and single-stage methodology." Caderno Pedagógico 21, no. 7 (2024): e6162. http://dx.doi.org/10.54033/cadpedv21n7-262.

Full text

Abstract:

No presente artigo, verificou-se a deformação permanente de um solo argiloso de comportamento laterítico empregado em subleito, comparando resultados de diferentes metodologias. Por ser um material sujeito a grandes deformações quando submetido a elevadas tensões, a caracterização quanto a plasticidade é pertinente, justificando a necessidade de uma investigação de suas propriedades plásticas. No Brasil, essa avaliação segue um protocolo extenso, envolvendo diversas amostras e condições distintas de tensões. Entretanto, outros países já utilizam ensaios em multiestágios como forma de avaliar a

APA, Harvard, Vancouver, ISO, and other styles

38

O. Adunoye, G., T. O. Osineye, and H. C. Ezeh. "Investigation of properties of soils stabilised with groundnut waste." International Journal of Physical Research 10, no. 1 (2022): 33–38. http://dx.doi.org/10.14419/ijpr.v10i1.31881.

Full text

Abstract:

Improvement of soil strength has gained a wider and increasing acceptance in civil engineering applications. This study therefore investigat-ed the effects of coarse content of groundnut shell ash on the properties of selected lateritic soils. To achieve the aim of the study, soil sam-ples were collected from two identified active borrow pits. The following geotechnical tests were conducted on the soil samples in their natural state, using standard procedures: natural moisture content, specific gravity, grain size analysis, Atterberg limits, compaction and California bearing ratio. Subsequentl

APA, Harvard, Vancouver, ISO, and other styles

39

Oluyinka, Layade Gideon, and Ogunkoya Charles Olubunmi. "Geotechnical properties of lateritic soil as subgrade and base material for road construction in Abeokuta, Southwest Nigeria." International Journal of Advanced Geosciences 6, no. 1 (2018): 78. http://dx.doi.org/10.14419/ijag.v6i1.8952.

Full text

Abstract:

Lateritic soils that overburden Mohammad Buhari Estate in Abeokuta area of Ogun State, Nigeria is in great use for road construction. However, little is known of their geotechnical properties and suitability as base, sub-based and sub-grade materials for road construction. This study is aimed at utilizing in accordance with regulatory standards of Nigeria, the geotechnical techniques to investigate the properties of this lateritic soil. The samples were collected at 0. 25m deep at different locations and were subjected to the following laboratory test; Particle size analysis, Atterberg limits

APA, Harvard, Vancouver, ISO, and other styles

40

Rani, Alka, Nishant K. Sinha, Bikram Jyoti, et al. "Spatiotemporal Variations in Near-Surface Soil Water Content across Agroecological Regions of Mainland India: 1979–2022 (44 Years)." Remote Sensing 16, no. 16 (2024): 3108. http://dx.doi.org/10.3390/rs16163108.

Full text

Abstract:

This study was undertaken to address how near-surface soil water content (SWC) patterns have varied across diverse agroecological regions (AERs) of mainland India from 1979 to 2022 (44 years) and how these variations relate to environmental factors. Grid-wise trend analysis using the Mann–Kendall (MK) trend test and Sen’s slope was conducted to determine the trends and their magnitudes. Additionally, we used Spearman’s rank correlation (ρ) to explore the relationships of ESA CCI’s near-surface SWC data with key environmental variables, including rainfall, temperature, actual evapotranspiration

APA, Harvard, Vancouver, ISO, and other styles

41

Fajar, Silvia Jannatul, Gerald Tamuntuan, Satria Bijaksana, and James Russell. "Thermomagnetic Analysis of the Lake Matano Sediments and the Surrounding Lateritic Soils, South Sulawesi, Indonesia." Jurnal Geofisika 16, no. 2 (2018): 1. http://dx.doi.org/10.36435/jgf.v16i2.384.

Full text

Abstract:

Thermomagnetic is one of the most commonly used measurements for determining the dominant type of magnetic mineral of samples. The measurement is separated into two distinct processes, heating and cooling. The sample susceptibility is measured for each temperature change, i.e., from room temperature to 700oC and vice-versa. Based on the thermomagnetic measurement results, magnetite is found to be the predominant magnetic minerals in Lake Matano sediments. The present study applied a correlation analysis technique on the results of thermomagnetic measurement of Lake Matano sediments and compare

APA, Harvard, Vancouver, ISO, and other styles

42

Banerjee, A., and G. N. Chattopadhyay. "Identification of soil properties influencing primary productivity of fish ponds under red and lateritic soil zones." Journal of Environmental Biology 45, no. 2 (2024): 182–89. http://dx.doi.org/10.22438/jeb/45/2/mrn-5171.

Full text

Abstract:

Aim: The present study aimed to identify the key soil factors influencing the primary productivity of water in the fish ponds situated under low productive red and lateritic soil zones. Methodology: General properties of fish pond soils (n=42) from different red and lateritic soil zones of West Bengal, India were determined along with the gross primary productivity (GPP) values of corresponding pond waters. All the soil properties were correlated with GPP values and the soil factors which were significantly correlated with GPP of pond water were further used for step down regression analysis w

APA, Harvard, Vancouver, ISO, and other styles

43

Kyaw, Htet Okkar, and Nyan Myint Kyaw. "Stabilization of lateritic soil using cement and lime for road construction." Innovation in Engineering 2, no. 1 (2025): 31–43. https://doi.org/10.58712/ie.v2i1.18.

Full text

Abstract:

In developing countries, crushed rocks are mainly used in road subbase and base courses for road construction. As a result of extremely high fuel prices and lengthy travel times, particularly from Mokepalin, which is 92 miles from Yangon, the exorbitant costs of crushed rock aggregates for road building in Myanmar have therefore become a major concern. Due to energy consumption and carbon emissions, this dependence on remote sources results in increased building costs, project delays, and environmental destruction. In Yangon, local marginal materials (lateritic soil) are also available in Hmaw

APA, Harvard, Vancouver, ISO, and other styles

44

Tochukwu, Mmeka Paschal, and Abriku Alex Junior. "A Research on Groundnut Shell Ash's Impact on Lateritic Soils' Soil Stabilization." Journal of Engineering Research and Reports 24, no. 12 (2023): 1–12. http://dx.doi.org/10.9734/jerr/2023/v24i12855.

Full text

Abstract:

This study aims to provide information on the engineering characteristics of laterite soil, which is frequently used as a building material in civil engineering projects. The significance of subsoil investigations has grown significantly in light of the recent trend of civil construction collapses. In non-industrial nations like Nigeria, minimal residual soil has long been a problem for civil infrastructure, including buildings, culverts, dams, and highways. Also, there has been a lot of global research into using lateritic soil for engineering reasons due to the rising costs of conventional s

APA, Harvard, Vancouver, ISO, and other styles

45

Okonkwo, Ugochukwu Nnatuanya, Emmanuel Chukwudi Ekeoma, and Linus Owo Eleke. "POLYNOMIAL MODELS FOR PREDICTING TIME LIMITS FOR COMPACTION AFTER MIXING OPERATION OF LATERITIC SOIL REINFORCED USING CEMENT OR LIME." Journal of Civil Engineering, Science and Technology 14, no. 1 (2023): 26–34. http://dx.doi.org/10.33736/jcest.4918.2023.

Full text

Abstract:

The demand for natural aggregates has increased in recent years because of diverse environmental interests. Consequently, its cost has soared astronomically and the utilization of lateritic soil for low-cost roads has been an attractive option. In most cases during road construction, unprecedented conditions may lead to delays in the compaction of the treated soil after the mixing operation and placing had taken place. Thus, this study developed polynomial models for predicting time limits for compaction after mixing operation within 0-180 minutes at 30 minutes intervals for lateritic soil rei

APA, Harvard, Vancouver, ISO, and other styles

46

Tolulope Ogunribido, Thompson Henry. "INTEGRATED GEOLOGY AND ENGINEERING GEOLOGICAL PROPERTIES OF LATERITIC SOIL AT ITA – ONIYAN AREA, SOUTHWESTERN NIGERIA." Earth Sciences Pakistan 7, no. 2 (2023): 43–47. http://dx.doi.org/10.26480/esp.02.2023.43.47.

Full text

Abstract:

This study investigates the geology and the engineering geological properties of lateritic soil of Ita – Oniyan area of Ondo state, Southwestern, Nigeria. Twenty soil samples were collected from twenty test pits at depth of about 1.0m and were air–dried for two weeks and, thereafter were subjected to laboratory analyses which include natural moisture content, particle size analysis, consistency limits, linear shrinkage, specific gravity, standard compaction, shear strength, and unsoaked California Bearing Ratio (CBR) tests. Results showed that the natural moisture content of the soils ranged f

APA, Harvard, Vancouver, ISO, and other styles

47

Massamba, Ndiaye, Magnan Jean-Pierre, and Cissé Lamine. "Geotechnical analysis of the use of ferralitic laterites of Gonoum, Diendieme, Anisse and Assoumoul located in the regions of Ziguinchor and Sedhiou in south-west of Senegal as a pavement base course." Journal of Scientific and Engineering Research 9, no. 11 (2022): 68–78. https://doi.org/10.5281/zenodo.10529585.

Full text

Abstract:

<strong>Abstract</strong> This article deals with the use of four ferralitic lateritic soils from the lateritic quarries of Gonoum, Diendieme, Anisse and Assoumoul located in the regions of Ziguinchor and Sédhiou in South-West of Senegal, as a pavement base course. The results of this work have shown that the laterites studied are both compliant untreated and treated with an addition of 2% cement to the rules set by the catalog and dimensioning guide of AGEROUTE-Senegal of 2015 for their use respectively in base course of pavement with low traffic (NE < 107) and high traffic (NE >

APA, Harvard, Vancouver, ISO, and other styles

48

Babu, G. L. Sivakumar, Amit Srivastava, and P. V. Sivapulliah. "Reliability analysis of strength of cement treated soils." Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 5, no. 3-4 (2010): 157–62. http://dx.doi.org/10.1080/17499518.2010.490116.

Full text

APA, Harvard, Vancouver, ISO, and other styles

49

Ferregut, Carlos, and Miguel Picornell. "Reliability analysis of drilled piers in expansive soils." Canadian Geotechnical Journal 28, no. 6 (1991): 834–42. http://dx.doi.org/10.1139/t91-101.

Full text

Abstract:

Heavy structures in areas with expansive soils are commonly founded on piers resting beneath the surface active zone. During construction, the piers remain essentially unloaded and are exposed to potentially high tensile stresses that can split the pier unless the pier has been adequately reinforced. In this context, uncertainties arise relative to (i) the parameters governing the load transfer from the soil to the pier, (ii) the potential heave to be expected in a "free field" condition, when the soil movements are not restricted by the pier, and (iii) the estimation of the pier capacity to r

APA, Harvard, Vancouver, ISO, and other styles

50

Chukwuemeka, Nwaobakata, Charles Kennedy, and Amadise S. Ogboin. "Modification of Expansive Soil with Costus Lateriflorus Bagasse Ash for Road Pavement Materials." East African Scholars Multidisciplinary Bulletin 5, no. 4 (2022): 53–62. http://dx.doi.org/10.36349/easjmb.2022.v05i04.002.

Full text

Abstract:

This study evaluates the effect of costus lateriflorus bagasse ash on expansive soil properties. Laterite and clay samples from the Ubeta-Ula-Ubie road at Ahoada West LGA in Rivers, Nigeria were prepared and laboratory analysis performed for development potential, volume change, maximum dry density (MDD), optimum moisture content (OMC), consistency limits, California bearing ratio (CBR) and unconfined compressive strength (UCS). Initial analysis classified the soil as A-7-6 under the AASHTO classification system. The development potential, volume change, maximum dry density (MDD), liquid limit

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!