Lateritic Research Articles

Physics-based time-of-failure determination of rainfall-induced instability in lateritic soil slopes

Conventional time-of-failure estimated from slope surface displacement over time, ignores the crucial geotechnical and environmental causative factors that lead to slope instability. The instrumentation and monitoring are expensive, labour-intensive, and often not feasible for large number of hill slopes. This paper focuses on the physics-based determination of time-of-failure charts for laterite soil slopes prevalent in the Western Ghats of India, under rainfall infiltration. The finite element model was first validated by performing coupled flow deformation analysis of Kondavi soil cutting situated in the Ratnagiri district of Maharashtra, India. The soil samples were collected from the site for basic geotechnical characterisation in the laboratory. In addition, the soil water characteristics curve (SWCC) was determined using the filter paper method, and the unsaturated parameters were obtained using the van Genuchten model. Following the validation of numerical model with the failed Kondavi cutting, the factor of safety (FOS) and time-of-failure (TOF) were studied for varying rainfall intensity, and permeability of the soil. The FOS and TOF charts were then established for varying slope angles (30°, 45°, 60°), effective cohesion (10 kPa, 18 kPa, 25 kPa), effective friction angle (22°, 25°, 28°), water table depth (25 m, 28 m, 30 m, 35 m) and height of slope (15 m, 25 m, 35 m). Results indicate that if rainfall intensity is lower than soil permeability, TOF depends on both the intensity and duration of the rainfall. Higher rainfall intensity leads to a shorter time of failure, and vice versa. Conversely, when rainfall intensity exceeds soil permeability, TOF is determined by the duration of rainfall and the permeability of soil, as the rainfall infiltrates at the saturated permeability rate regardless of its intensity. It is also observed that friction is the dominant parameter for initial FOS, while cohesion is the dominant parameter for the TOF of a rainfall-induced landslide. Finally, charts are proposed that shall serve as a preliminary guide for the determination of the TOF for rainfall-induced instability in the lateritic soil slopes of India. The performance of the charts is further evaluated by comparing the observed and predicted TOF of two other failed laterite cuttings. The implications of these findings are profound, as the proposed TOF charts can be integrated into early warning systems, contributing towards improved disaster mitigation and preparedness with timely decision making for adequate management of landslide associated risks.

An appraisal of lateritic soil modified with lime and bamboo leaf ash as hydraulic barrier

The production of ashes from plant residue requires less energy and their application in construction industry would serve as a measure to reduce the over-reliance on the use of conventional stabilizing materials, which their means of production has negative influence on the environment, and also provides eco-friendly means of disposing such residue. This study investigates the influence of combined use of lime and bamboo leaf ash for the modification of lateritic soil as a construction material for hydraulic barrier in waste containment facilities. Natural soil was modified by adding BLA at percentage of 0%, 2%, 4%, 6%, 8% and lime at 1% 2% and 3% by weight of soil sample. Classification, compaction, volumetric shrinkage, unconfined compressive strength (UCS), hydraulic conductivity tests and microstructural analyses were carried out on both natural and stabilized soil. Results indicated that the natural soil was an A-7 and MH (sandy elastic silt) soil based on AASHTO and USCS classification respectively. The maximum dry density of natural soil increase from 1421 kg/m3 at natural state to the maximum of 1866 kg/m3, while the optimum moisture content decreased from 19% at natural to the minimum of 11.12% at 3% lime and 4% BLA addition. The volumetric shrinkage reduced from 7% at natural state to 3.58% at 3% lime-6% BLA addition and hydraulic conductivity also reduced from 5.36 × 10−5cm/s at natural state to 1.01 × 10−8cm/s at 3% lime-6% BLA. The UCS values increased from 390 kN/m2 at natural state to a maximum value of 754 kN/m2 at 3% lime 4% BLA mix, but later declined with further addition of BLA. The microstructural analyses showed that modified soil exhibited some densely packed particles than the natural soil. Based on the findings in the course of this study, addition of lime-BLA to the soil exhibited adequate strength and enhanced the soil and has a promising prospect for stabilization of lateritic soil as a construction material for hydraulic barrier in waste containment facilities.

Strength Properties of Laterite Soil Stabilized with Rice Husk Ash and Lime as Road Material

Strength Properties of Laterite Soil Stabilized with Rice Husk Ash and Lime as Road Material

Performance evaluation of lime-improved lateritic soil with the addition of pulverised snail shell and sawdust ash for sustainable highway infrastructure

This research investigated the effects of lime, Pulverized snail shell (PSS), and sawdust ash on the mechanical properties of lateritic soil for soil stabilization in construction. The use of this waste materials aligns with the United Nations’ Sustainable Development Goals (SDGs), particularly Goal 12 on responsible consumption and production and Goal 9 on sustainable infrastructure development. Reusing waste materials for soil stabilization supports a circular economy approach, diverting these materials from landfills and promoting their sustainable use as valuable resources. Various tests, including maximum dry density, moisture content, unconfined compressive strength (UCS), triaxial, permeability, compressibility, and California Bearing Ratio (CBR) tests, were conducted on soil samples with different proportions of additives. The results show that the addition of additives reduced maximum dry density and increased moisture content. The sample with 6% lime and 7.5% PSS exhibited the highest UCS of 302 kPa after 28 days of curing, while the untreated sample had a UCS of 121 kPa. Triaxial tests revealed reduced cohesion and increased angle of internal friction with higher additive content. The 6% lime and 7.5% PSS sample displayed the highest shear strength of 60.6 kPa and elastic modulus of 181.8 MPa. Permeability tests demonstrated that the 6% lime and 6% sawdust ash sample had the lowest permeability (6.67 × 10–7 m/s) among the stabilized samples. The untreated soil exhibited high compressibility, whereas the 6% lime and 7.5% PSS sample exhibited the highest resistance to compression and deformation. The untreated soil had a soaked CBR value of 8%, while the 6% lime and 7.5% PSS sample achieved the highest soaked CBR value of 38%, making it suitable as a sub-base material. These findings highlight the effectiveness of lime, PSS, and sawdust ash in enhancing the mechanical properties of lateritic soil and offer valuable insights for soil stabilization in construction of Sustainable Highway Infrastructure.

SUGARCANE BAGASSE AS AN ALTERNATIVE MATERIAL FOR THE REUSE OF SCARIFIED PAVEMENT MATERIAL

The increasing amount of sugarcane fibrous waste presents environmental problems. The reconstruction of existing highways due to modern globalization results in a larger volume of scarified pavement materials that are often discarded as waste. This study attempts to evaluate the geotechnical characteristics of reclaimed pavement materials that can be stabilized with sugarcane bagasse ash (SCBA). Finding an economical and sustainable way of reusing reclaimed pavement soils instead of using verging laterite soil for road construction could potentially unlock a new dimension. The preliminary results show that sugarcane bagasse ash can potentially improve the reclaimed soil’s strength characteristics, with an increased proportion of sugarcane bagasse ash, Unconfined Compressive Strength (UCS), and California Bearing Ratio (CBR) was found to increase by more than 350% and 100% respectively. The overall geotechnical characteristics are significantly improved by increasing the amount of sugarcane bagasse ash, which make reclaimed soil a potential suitor in relaying and repair maintenance of pavements.

Response Surface Methodology Approach for the Prediction and Optimization of the Mechanical Properties of Sustainable Laterized Concrete Incorporating Eco-Friendly Calcium Carbide Waste

This study investigated the combined effects of calcium carbide waste (CCW) and lateritic soil (LS) on sustainable concrete’s fresh and mechanical properties as a construction material for infrastructure development. The study will explore the possibility of using easily accessible materials, such as lateritic soils and calcium carbide waste. Therefore, laterite soil was used to replace some portions of fine aggregate at 0% to 40% (interval of 10%) by weight, while CCW substituted the cement content at 0%, 5%, 10%, 15%, and 20% by weight. A response surface methodology/central composite design (RSM/CCD) tool was applied to design and develop statistical models for predicting and optimizing the properties of the sustainable concrete. The LS and CCW were input variables, and compressive strength and splitting tensile properties are response variables. The results indicated that the combined effects of CCW and LS improve workability by 18.2% compared to the control mixture. Regarding the mechanical properties, the synergic effects of CCW as a cementitious material and LS as a fine aggregate have improved the concrete’s compressive and splitting tensile strengths. The contribution of LS is more pronounced than that of CCW. The established models have successfully predicted the mechanical behavior and fresh properties of sustainable concrete utilizing LS and CCW as the independent variables with high accuracy. The optimized responses can be achieved with 15% CCW and 10% lateritic soil as a substitute for fine aggregate weight. These optimization outcomes produced the most robust possible results, with a desirability of 81.3%.

Sesame Stalk Compost in Soil Revitalization and Long-term Sustainable Crop Productivity in Organic Sesame (Sesamum indicum L.)

ABSTRACT Resource depletion is one of the primary concerns of modern agriculture farmers, which needs to be considered for long term sustainability. To assess the effect of sesame stalk compost on the growth, yield, and quality of sesame under organic cultivation, long-term (four years) field experiments were conducted for eight seasons consecutively from 2020 to 2023. The inoculated composts collected after 90 days of composting contain N (1.45–1.50%), P (0.22–25%), K (0.23–0.25%), Fe (510–514 ppm), Zn (150–154 ppm), Cu (286–288 ppm), and Mn (540–542 ppm), which was higher than the uninoculated sesame stalk. Similarly, the humic acid content (122 mg/g of compost), fulvic acid (23–24 mg/g of compost), total humic substances (145–146 mg/g of compost), and CO2–C evolution (186–188 mg/100 g of compost) were significantly higher with microbial inoculated composts than uninoculated compost. The results of the long-term field experiment indicated that application of sesame stalk compost @ 5 t/ha significantly increased the soil organic carbon (6.30 g/kg), soil organic carbon (SOC) stock (11.8 mg/ha), raised the pH to neutralize the acidic pH in red lateritic soil (6.8 to 7.2), reduced the soil bulk density (1.38 to 1.34), penetration resistance (720 kpa to 630 kpa), and available N, P, and K. As a result, the sesame grain yield obtained with application of sesame stalk compost @ 5 t/ha (778–782 kg/ha) was comparable with recommended doses of chemical fertilizers (794 kg/ha). Significant improvement in grain quality (24.2% of protein, 418–422 ppm of Ca, 12.4–12.6 ppm of Zn, 9.6 ppm of Fe and 2.6 ppm of Cu) and oil yield (364.1–367.5 kg/ha) was also observed due to the application of microbial inoculated sesame stalk compost.

Behavior of CBR value of laterite soil mixed with metakaolin

Laterite soil is a material widely used for civil engineering purposes in South Kalimantan. Most laterite soil has low bearing capacity due to high clay and plastic content, causing cracks and damage, especially when mixed with a fairly high volume of water. Therefore, this study aimed to improve the soil through stabilization using metakaolin. An experimental study was conducted using laterite soil from Mount Kupang, Cempaka Village, Banjarbaru. This soil wasmixed with metakaolin on various percentage variations of the mixture, namely 2%, 4%, 6%, 8%, and 10% of the weight. The incubation period of the sample commences from 3, 7, and 14 days. Some of the test conducted include soil consistency limits (Atterberg limit test), soaked laboratory, and unconfined compressive strength (UCT). The result showed an effect on the characteristics of laterite soil mixed with metakaolin. The Plasticity Index (PI) value of laterite soil experienced a constant decrease due to the influence of methakoline by 14.75%. The soaked CBR value increased in a mixture of 2 to 8% metakaolin, but there was a decrease in the case of 10% at a curing time of 3, 7, and 14 days. Furthermore, the maximum soaked CBR value in laterite soil samples was mixed with 10% metakaolin at a curing period of 14 days and experience a percentage increase of 43.47%. The maximum qu value also increased by 42.02% in a mixture of 8% metakaolin and decreased in a 10% metakaolin at a curing time of 14 days.

Secondary and Multi-micronutrient (S, B & Zn) Doses on Yield and Residual Effect on Rice-groundnut Cropping System in Alfisols of Odisha, India

Orissa is the fourth largest state in India covering an area of 15.57 m ha out of which the net sown area is 6.13 m ha. Out of 8 broad soil groups found in the state, red and laterite groups of soil occupy more than 75% of total cultivable area. Low productivity of crops in red and laterite soils are associated with deficiency of Ca, Mg, S, B and Mo (Mitra and Sahu, 1988). The DTPA extractable Zn also indicates that red and laterite soils of Orissa is deficient in available Zn and respondent to Zn application to rice crop (Anonymous, 2002; Mandal et al., 2009). Next to Zn, the deficiency of B is wide spread in many districts of the state as well as contrary (Sharma et al., 2006). Rice-Groundnut is the most prevailing cropping pattern in red and Lateritic soils of Orissa. In spite of recommended dose of NPK fertilizer, the farmers get low yield. A field experiments were carried out with rice-groundnut cropping systems in two successive cropping seasons each, to study the effect of S, B and Zn on grain yield, nutrient uptake and their accumulation. The experimental design included ten treatments, T1: control, T2 : S 40 kg/ha, T3 : B 1 kg/ha, T4 : Zn 5 kg/ha, T5 : FYM 5 t/ha, T6 : S+B, T7 : S+Zn, T8 : B+Zn, T9 : S+B+Zn and T10 : S+B+Zn+FYM replicated thrice in randomized block design. Integrated use of S + B + Zn with FYM was the ideal combination for rice-groundnut cropping system as it was more sustainable, recorded the highest yield and SYI value along with higher accumulation and uptake of nutrients. The results revealed that red and lateritic soils are poor in S and B need integrated use of S, B and Zn along with recommended dose of NPK for getting synergistic and best effect in rice-groundnut cropping system.

Influence of biofertilizers and inorganic fertilizers on herbage and oil yield of patchouli (Pogostemon cablin benth) and soil fertility in lateritic soils of Konkan

Influence of biofertilizers and inorganic fertilizers on herbage and oil yield of patchouli (Pogostemon cablin benth) and soil fertility in lateritic soils of Konkan

Effect of different sources of silica on growth and yield of rice in lateritic soils of Konkan region

Effect of different sources of silica on growth and yield of rice in lateritic soils of Konkan region

EFFECTS OF GUM ARABIC ON THE MOISTURE CONTENT AND WATER ABSORPTION OF LATERITIC BRICKS OF VARYING PARTICLE SIZES OF FINE AGGREGATES

The increasing greenhouse gas emissions associated with construction, accounts for 37% global emissions. In mitigating these challenges, the Nigerian Building and Road Research Institute (NBRRI) recommends the use of lateritic bricks due to it's environmental sustainability. To achieve durability and environmental sustainability, Gum Arabic is introduced in laterite soil to improve its properties. The objective of the study is to determine the suitability of Gum Arabic as stabilizer on the moisture content and water absorption capacity of earth bricks of different particle size distributions. Experimental research method was adopted for the study. The particle size distribution of the laterite soil was classified within the ranges 75µm-600µm, and 1.18mm- 4.76mm. Also, the content of the Gum Arabic was proportioned from the range of 0% to 30% partial replacements. Sample bricks were produced and tested at 14, 21 and 28 days curing period. The data collected from the results of the laboratory experiments was analysed using bar charts. The results showed that, particle size distributions for grading fine aggregate suitable for compressed stabilised earth bricks (CSEB) was found to be between 1.18mm-4.76mm considering it low extent of permeability and high durability properties at 28 days curing period. It was concluded that, moisture content influences the rate of water absorption, such that an increase in moisture content consequently increases the rate of water absorption. However, the low extent of water permeability recorded, reduces the water content in the pores of the CSEBs, thereby reducing the extent of expansion and contraction making the GA-based CSEBS to be less brittle and more durable. It was recommended that, when selecting eco-friendly bricks for construction of buildings, Gum Arabic based Compressed Stabilised Earth Bricks (GA-based CSEBs), should be utilised considering its low permeability and durability for particle size ˃ 600µm.

Suitability of Lateritic Soil in Oluku Community, South-South, Nigeria As a Borrowed Pit Material For Construction Purposes

Suitability of Lateritic Soil in Oluku Community, South-South, Nigeria As a Borrowed Pit Material For Construction Purposes

Assessing aquifer vulnerability near cemeteries using dipole-dipole and vertical electrical sounding methods

An integrated geophysical investigation of the second cemetery in Benin City was conducted with the view to determine the leachate flow direction and the geoelectrical layers that characterized the underlying aquifer. Eight vertical electrical soundings (VES) and two dipole-dipole profiling lines along two transverse sections were carried out. For the dipole-dipole profiling, ABEM Terrameter SAS 300C was employed, while the VES investigation utilized the Schlumberger array. The resistivity data collected during the field investigation were interpreted using DIPROWIN software version 4.01. Leachate plume was identified in the subsurface soil at a depth range of 5 to 20 meters. This was attributed to the soil porosity, aiding the infiltration of necroleachate. The VES results revealed four geoelectric layers: topsoil, lateritic soil, a weathered layer (composed of clay), and medium to coarse sand. The overburden exhibited a thickness range of 0.7762m to 0.8074m, resistivity ranging from 57.318Ωm to 2831.4Ωm, and depths ranging from 0.7762m to 1.5836m. The third geoelectric layer, identified as clay, had an average thickness of 11.48 meters at a depth of 13.06 meters, with a resistivity of 203.52Ωm. Apart from acting as a seal against the downward penetration of leachate, the clay also serves as a filter.

Eco-Friendly Brick Produced from Bagasse Ash and Lime, Jaggery: A Study of Waste Reuse

The building construction industry in India, which is one of the fastest-growing in the world, heavily relies on limited natural resources, especially burned clay bricks, which raise greenhouse gas emissions. This study investigates the viability of using the laterite soil-based bagasse bricks as an affordable and environmentally friendly substitute. This brick's greater compressive strength, decreased water absorption, and improved insulating qualities are the result of combining sugarcane bagasse—a byproduct of sugar production—with the laterite soil, lime, and jaggery. These bricks' low weight limits the dead load in tall structures, which lowers the price of building with reinforced cement concrete (RCC). Employing bagasse also lessens the effects of stubble burning, an ancient custom in India that seriously pollutes the air. The goal of the study is to encourage the use of laterite soil-bagasse bricks as an environmentally friendly building material by highlighting their many uses in construction. This research aims to encourage environmentally friendly practices in the building sector by promoting the use of sustainable materials by architects, designers, and builders. Key Words: Sustainable construction, laterite soil, bagasse bricks, greenhouse gas emissions, compressive strength, insulation, stubble burning, eco-friendly materials, RCC construction.

Growth Rate and Nutrient Uptake of Stevia rebaudiana Bertoni as Influenced by Organic Manures in Laterite Soils of Kerala, India

A field experiment was conducted to understand the effect of organic manures on the crop growth rate (CGR), relative growth rate (RGR), and nutrient uptake of stevia (Stevia rebaudiana Bertoni) from April to August of 2022 and 2023 at the Agronomy farm, Department of Agronomy, College of Agriculture, Vellanikkara, Thrissur. The experiment was laid out in randomized block design (RBD) with 7 treatments replicated thrice which consisted of different levels of organic manures viz., three levels of farmyard manure (FYM@ 5, 10, 15 t ha­-1), three levels of vermicompost (VC@ 2.5, 5, 7.5 kg ha-1) and a control. The organic manure treatments significantly affected crop growth rate (CGR) and relative growth rate (RGR) in all the growth periods. The two-year pooled mean of CGR of stevia was significantly superior in FYM@15 t ha-1 over control in all the three growth periods i.e., at 0-30 DAP, 30-45 DAP and 45 DAP to harvest. Whereas, the two-year mean of RGR of stevia was found statistically higher in FYM@15 t ha-1 over control in the first two growth periods only. The organic manure treatments had a significant influence on the plant nutrient (NPK) uptake as well in both the years. The two-year pooled mean data regarding plant uptake of nitrogen and phosphorous was found significantly higher in FYM@15 t ha-1 over control whereas statistically higher pooled mean potassium uptake by stevia was found in VC@7.5 kg ha-1 over control. Overall, the higher levels of organic manure, especially FYM, significantly improve growth and nutrient uptake in stevia.

Effectiveness of Phosphate-Solubilizing Aspergillus fumigatus MCC 1721 in Boosting Fenugreek Yield in Red Laterite Soil

Effectiveness of Phosphate-Solubilizing Aspergillus fumigatus MCC 1721 in Boosting Fenugreek Yield in Red Laterite Soil

Performance of Bitumen Emulsion Mixtures utilized as Gravel Road Base incorporating Lateritic Clay Soil and Calcined Sugarcane Bagasse Ash Filler

Performance of Bitumen Emulsion Mixtures utilized as Gravel Road Base incorporating Lateritic Clay Soil and Calcined Sugarcane Bagasse Ash Filler

THE INFLUENCE OF SAND AND CEMENT ON THE LATERITIC SOIL COMPACTION WITH IRON ORE TAILINGS

The characteristics of lateritic soils vary significantly, depending on the laterization process they have undergone. Due to this diversity, physicochemical and mechanical tests may be necessary to assess the feasibility of using it. This research aimed to characterize the soil and sedimented iron ore tailings (IOT) and analyze, through compaction tests, the influence of the Portland cement and the sand in the mixtures used for rammed earth (RE) construction. Three groups were proposed for compaction tests: Group 1 (reference – only soil), Group 2 (40% sand + soil), and Group 3 (40% sand + 2.5% Portland cement). Each group consisted of five mixtures with varying content of soil replacement by IOT. The results showed that, although Groups 2 and 3 increased the maximum dry density values in the mixtures without IOT compared to Group 1, the mixtures did not reach the minimum requirements specified by the Brazilian standard for RE. Additionally, the mixtures without IOT presented high optimal moisture content. The use of IOT in mixtures positively reduced the optimum water content and increased the dry density values, which are important parameters to RE production.

Experimental and numerical analysis of instrumented caissons in tropical soil

This paper presents an experimental and numerical study on the behavior of three (3) instrumented caissons in a tropical laterite soil in the Planalto Central, DF, Brazil. The concrete caissons have a shaft diameter of 0.6 m, a bell diameter of 1.2 m and 1.3 m and lengths of 8.9 to 14.4 m. Static load tests were conducted out to investigate the behavior of the caissons. The results of load vs displacement and their interactions with the tropical soil were measured and evaluated using the methodology of Camapum de Carvalho et al. (2008, 2010) and numerical modeling with back-calculation of static load tests in the Plaxis 3D software. The paper presents the analysis of the load transfer lines and the comparison with the proposed methods. The results pointed to a constant load transfer along the shaft, with a significant contribution from the skin friction, developed for a fraction of the displacement necessary for its mobilization. The accuracy of using the Camapum de Carvalho et al. methodology stands out (2008, 2010), identifying the region dominated by skin friction, tip and plasticization of the foundation, confirming the authors’ predictions for a tropical soil in the Distrito Federal/DF, Brazil. The numerical method using the Plaxis 3D software, proves that for the limit test load there was a significant contribution from skin friction, which must be consider in the analysis of the behaviour of caissons.