Soil Mixture Research Articles

Isolation and Identification of Allelopathic Substances from Forsythia suspensa Leaves, and Their Metabolism and Activity.

The fruit of Forsythia suspensa (Thunb.) Vahl has been used in traditional Chinese medicine as "Forsythiae fructus". The species is also grown in parks and gardens, and on streets and building lots, as an ornamental plant, but it requires pruning. In this study, the allelopathic activity and allelopathic substances in the leaves of pruned branches of F. suspensa were investigated to determine any potential application. The leaf extracts of F. suspensa showed growth inhibitory activity against three weed species; Echinochloa crus-galli, Lolium multiflorum, and Vulpia myuros. Two allelopathic substances in the extracts were isolated through the bioassay-guided purification process, and identified as (-)-matairesinol and (-)-arctigenin. (-)-Matairesinol and (-)-arctigenin, which showed significant growth inhibitory activity at concentrations greater than 0.3 mM in vitro. The inhibitory activity of (-)-arctigenin was greater than that of (-)-matairesinol. However, both compounds were more active than (+)-pinolesinol which is their precursor in the biosynthetic pathway. The investigation suggests that F. suspensa leaves are allelopathic, and (-)-matairesinol and (-)-arctigenin may contribute to the growth inhibitory activities. Therefore, the leaves of the pruned branches can be applied as a weed management strategy in some agricultural practices such as using the leaf extracts in a foliar spray and the leaves in a soil mixture, thereby reducing the dependency on synthetic herbicides in the crop cultivation and contributing to developing eco-friendly agriculture.

Investigation of geotechnical and microstructure characteristics of gypsum soil using ground granulated blast-furnace slag (GGBS), fly ash, and lime

This study investigates the synergistic effects of Ground Granulated Blast-furnace Slag (GGBS), lime, and fly ash on improving the geotechnical properties of gypsum soil. Gypsum soil samples, constituting 84% of the mixture, were blended with lime and GGBS in proportions ranging from 0% to 16%. These mixtures underwent curing for 1, 7, 14, 28, 56, and 90 days. Tests and analytical techniques elucidated mechanisms responsible for strength improvements. Findings revealed that when fly ash was used alone, there was no significant increase in Uniaxial Compressive Strength (UCS). However, fly ash expedited essential pozzolanic reactions for silicate gel formation. The most substantial increase in UCS occurred in the 28-day samples, contrasting with lower gains in the 7, 14, 56, and 90-day periods. Enhanced strength in lime-GGBS-gypsum soil mixtures before 28 days was attributed to cation exchange and initial flocculation. In the 28-day specimens, increased strength was linked to ettringite crystal and silica gel growth. Microstructural analysis confirmed Ettringite (E) crystal growth within inter-crystalline and pore spaces. Cementitious compounds like CH, CSHH, CHS, CAH, and CASH displayed growth. The rearrangement of the clay mineral matrix, coupled with added sulfate, contributed to enhanced gypsum soil strength. Interestingly, decreased UCS in 56-day samples indicated increased ettringite crystal growth, resulting in reduced strength. Elemental analysis through Energy-dispersive spectroscopy (EDS) revealed shifts in Al: Si, Ca: Si, and Al: Ca ratios. The Al: Si ratio reduction confirmed the formation of more cementitious compounds in 90-day samples. Additionally, the Al: Si ratio in 28-day cured samples exhibited a significant decrease, signifying accelerated initial strength in lime and GGBS mixtures. The presence of sulfur (S) confirmed ettringite crystal formation, underscoring the intricate interplay between additives and curing durations, shedding light on mechanisms enhancing gypsum soil's geotechnical properties.

Determining The Depth of Hard Soil Layers Using Geoelectric Resistivity and Cone Penetration Test Methods (Case Study: Kelurahan Bontoramba Kecamatan Somba Opu Kabupaten Gowa)

Hard soil layers can impact the loading, stability, and behavior of structures in the geotechnical field. Comprehensive understanding of the depth and properties of hard soil layers can aid in designing suitable structures. Therefore, this study employed the resistivity geoelectric and Cone Penetration Test (CPT) methods to map the features of hard soil layers. Resistivity data were acquired through measurements utilizing the geoelectric method, while data on cone resistance, shear resistance, and friction ratio were gathered through field measurements using the CPT tool. The collected data was analyzed comprehensively to obtain a complete understanding of soil conditions. Based on resistivity values, the results indicated the research site comprises alluvium, very dry clay, and dry sandy soil. Based on the CPT test, it is determined that the layers contain mixtures of fine-grained soils, clay, silt, and sand. Therefore, it can be inferred that the dense sand lithology constitutes the hard soil layer geologically. The employment of both approaches delivers supplementary details on soil features and depth.

Impact of different organic compost on seed germination and seedling growth performance of mungbean (Vigna radiata)

A better understanding of the physical and biological properties of compost enables us to use the compost wisely in agricultural practices. Besides the bright side of compost on plant growth and soil fertility, immature or unstable compost may be harmful to plants, soil, and soil microorganisms too. Therefore, quality assessment of compost is essential before using it for any type of agricultural activities which will lead to environmentally safe and sustainable farming practices. In the prsent study, compost was used as a substrate for seed germination and not as a fertilizer. So, more investigations must be done in the future to interpret the growth of different crops, their yield and the role of these different composts in it. Using the composts by mixing with soil in different ratios may also give different results, as one of our treatments didn’t show any germination. However, such nutrient-enriched compost materials can appropriately be diluted with a mixture of other organic composts or soil, and further application may provide adequate nutrient sources for crop productivity in the field conditions. This may also reduce the biodegradable waste accumulation in urban and semi-urban vicinity.

Building MLR, ANN and FL models to predict the strength of problematic clayey soil stabilized with a combination of nano lime and nano pozzolan of natural sources for pavement construction

The current study aims at predicting the strength of the problematic clayey soils treated with combinations of pozzolan of natural sources and lime powder when added as soil additives at a nano scale. Multiple linear regression (MLR), artificial neural networks (ANN) and fuzzy logic (FL) tools were employed in the analytical study. The variables of the present study include the following: nano pozzoaln of natural source (NNP) content, nano lime content (NL), median particle size of NNP, active silica content of NNP (SiO2active), Initial liquid limit (ILL) and initial plastic limit (IPL) of the investigated soils. NNP was added at five percentages, i.e. 0%, 0.5%, 1%, 1.5% and 2%, while NL was added at five percentages, i.e. 0%, 0.3%, 0.6%, 0.9% and 1.2%. Three median particle sizes namely 50, 100 and 500 nm size were studied. Based on the different investigated soils and combinations, 120 soil mixtures were prepared and tested. California bearing ratio (CBR) and plasticity index (PI) were particularly examined. CBR tests were conducted at a soaked condition on specimens compacted to a maximum dry density (MDD) at the optimum moisture content (OMC). PI values were obtained following the Atterberg limits test. Based on the results of the performance criteria of the developed predictive models, it can be concluded that the CBR and PI of the expansive clayey soils can be effectively predicted using ANN and FL techniques. The results obtained by MLR were far from those obtained by both ANN & FL. In addition, ANN tool was slightly more accurate than FL as far as prediction of CBR and PI is concerned. The higher capability of ANN & FL models in predicting CBR & PI values, which generally obtained through time-consuming and expensive tests, could be useful for geotechnical engineers to assess or design a new pavement project. Further, it is recommended to do a re-evaluation of the current study in future, particularly when more data is available in the literature.

The effect of mycorrhizae and media composition on urban farming

Arbuscular mycorrhizal fungi (AMF) are a popular fungus that improve plant nutrient uptake. Besides nutrient availability, the problems cultivation vegetables in pot was soil compaction, so it is necessary to study the composition of the planting media too. This study performed vegetables to application AMF and composition media to growth plants. In this paper, the experimental method was design in factorial by completely randomized block with three replicates. The first factor was AMF inoculant various dose; 0, 10, 20 g/ polybag and the second factor wes the composition mixture of soil: husk charcoal: manure consists of three levels: 2:1:1, 1:2:1 and 1:1:2. Analysed data by analysis of variance followed by Least Significant Difference Test (LSD). The results showed that, the best combination for vegetable growth if planting with application 10 g/plant of AMF inoculant on media (soil: husk charcoal: manure) composition 2:1:1.

Influence of Cow Bone Powder on Selected Engineering Properties of Lime-Stabilized Soil

This study investigates the influence of cow bone powder (CBP) on consistency and compaction characteristics of lime-stabilized soil. Twelve soil samples were collected from four routes connecting Ado-Ekiti. Index and compaction tests were performed on the natural and stabilized samples. The soil samples were classified according to AASHTO groups and eventually restructured into four (4) groups: A-6, A-7-6, A-4, and A-7-5. They were named samples A, B, C, and D respectively. The oxide compositions of the samples were determined. Lime was blended with soils at proportions of 0, 2, 4, 6, 8,10 %, and the optimal lime content (LimeOpt) was obtained. The LimeOpt + soil mixture was mixed with 2, 4, 6, 8,10 % of CBP. The Soil + LimeOpt + CBP mixtures were subjected to consistency limits and compaction tests. Plasticity index (PI) of soils A, B, C, and D was 14.19, 21.06, 11.64, and 14.19 % respectively, while the MDD was 1640, 1730, 1630, and 1631 kg/m3. Soil A, B, C, and D + LimeOpt all had reduced PIs of 7.68, 16.40, 5.04, and 12.05%, respectively. For the MDD of soil + LimeOpt mixtures, 1789, 1920, 1906, and 1898 kg/m3 were also found for Samples A, B, C, and D. Soil + LimeOpt + CBP showed that both the PI (from 0.6 to 81.7%) and MDD (from 0.1 to 14.6%) improved. On the other hand, the addition of lime to soils A, B, C, and D showed that 8% lime content offered the optimal CBR performance. Further addition of CBP to the soil + LimeOpt mixtures equally improved both the soaked and unsoaked CBR of soils A, B, C, and D predominantly with 6% CBP addition offering the peak performance. This suggests that CBP is viable and can save cost, mitigate environmental hazards, and complement lime. Strength and durability evaluation of the ternary mixture is however recommended.

Draft genome sequence of furan-degrading Rhodococcus erythropolis strain FUR100.

Rhodococcus erythropolis FUR100 was isolated from a mixture of soil and activated sludge. It can use furan as a sole source of carbon and energy. Its draft genome sequence may provide insight into the genetics of furan catabolism.

Response of vegetative and reproductive organs of Cucurbita pepo L. Subsp pepo ‘Allegria’ exposed to aged dieldrin contamination in regards to soil concentration and plant development

AimsDieldrin is an Organochlorine Pesticides (OCPs) which, due to its persistence in agricultural soils, continues to be a source of contamination for crops, especially Cucurbita pepo L. subsp pepo (C. pepo L.). The latter are able to absorb dieldrin from contaminated soils and transfer it from the roots to the shoots. However, dieldrin allocation has been partially studied, especially in the shoots. This study aims at characterizing dieldrin distribution in the different plant organs according to soil contamination and plant growth.MethodsThis was achieved by growing C. pepo L. ‘Allegria’ in soil mixtures presenting 5 levels of dieldrin concentration (< 1 to 145 µg kg−1) and by harvesting them after different exposure periods (30, 90 and 140 d after transplant).ResultsThe results showed (i) the predominance of the root impregnation path, (ii) that dieldrin concentration in the vegetative organs of C. pepo L. ‘Allegria’ increased with soil concentration while (iii) it stabilized for reproductive organs at soil concentrations exceeding 50 µg kg−1 DW. The bioconcentration factors (BCFs) for vegetative organs were classified as follows: stems (70) > roots (47) > leaves (19). Furthermore, the mass distribution of dieldrin was more dependent on variations in organ mass fraction with plant development than variations of dieldrin concentration in the different organs.ConclusionsThese results are of main importance for (i) the identification of dieldrin contaminated agricultural plots using phytoscreening methods as well as for (ii) their phytomanagement providing crucial allocation information for phytoextraction purposes.

The Unconfined Compressive Strength of Hy-drated Lime Stabilized Clayey Soil at Different Water Contents and Different Curing Times

This research was done to find out how adding hydrated lime and extra water content to clayey soil samples affecting their unconfined compressive strength (UCS). The clayey soil is a locally available soil from the clayey soil area in Cyrene, northeastern of Libya. In the soil samples, hydrated lime (HL) was added at a rate of 5% of the dry weight of the soil. The standard compaction test was conducted on the untreated natural soil sample “NS” so that the optimum water content at the maximum dry density can be determined wop1. Because of the addition of hydrated lime to the soil will affect the dry density-water content relationship, the standard compaction test was conducted again on the treated soil sample “NS+5%HL” to determine another optimum water content wop2. These optimum water values {wop1 =17.8 &amp; wop2=19.5} will be used to prepare unconfined compressive strength specimens. In the experimental work two soil mixtures will be used beside the natural soil mixture. The first mixture "NS+5%HL+wop1" and the second mixture "NS+5%HL+wop2" were prepared in addition to the natural soil mixture "NS+wop1". All unconfined compressive strength specimens for the first and second mixtures were extracted and tested at 7 and 14 days of curing, then comparison were made. The first mixture, "NS+5%HL+wop1" will be compared with the natural soil mixture, "NS+ wop1" in order to understand the impact of HL addition. The effect of the water content changing can be seen when the second mixture, "NS+5%HL+wop2" is compared with the first mixture, NS+5%HL+wop1. According to the findings, Although the first mixture’s specimens have the least dry density value, the UCS values increased by 218.5 and 386.5% at 7 and 14 days of curing, respectively, when compared to the natural soil mixture. This illustrates the result of the added hydrated lime. At curing times of 7 and 14 days, respectively, the UCS values for the second mixture fell by 8.61 and 14.11% when compared to the first mixture. And this illustrates the impact of variations in water content.

Counterface soil type and loading condition effects on granular/cohesive soil – Geofoam interface shear behavior

Soil – geofoam interfaces have been studied through an extensive experimental program by performing multiple series of interface shear tests using two different granular soils (i.e. beach sand and construction material sand) and one cohesive soil (i.e. bentonite clay) as well as a soil mixture containing 75% sand and 25% clay by dry weight at distinct loading conditions (i.e. normal stresses (σ): 25, 100, 250; low, moderate, high loading conditions, respectively). Using the shear stress versus horizontal displacement curves obtained, some important engineering design parameters including peak shear stress, residual shear stress, interface sensitivity (i.e., peak/residual ratio) and displacement required to reach peak stress have been determined and the variations in those interface mechanical properties as a function of loading condition and counterface soil type have been investigated. It was shown that the peak as well as residual shear stresses increased with an increase in normal stress for all the interface systems tested. Further, the granular soil (sand) interfaces demonstrated relatively larger frictional strengths (both peak and residual) as compared to both the cohesive soil (clay) interface and the sand/clay admixture soil interface. Additionally, the higher the angularity of granular soil particles became, the larger the interface shear strengths (peak and residual), when sheared against geofoams, developed in light of experimental results attained as a result of interface shear tests on different material combinations. For comparison, the detected peak strength at average for the construction material sand, the beach sand, and the sand/clay admixture soil interfaces as compared to the bentonite clay interface were improved 59.8%, 43.4%, and 20.3%, respectively. Additionally, the detected residual strength at average for the construction material sand, the beach sand, and the sand/clay admixture soil interfaces as compared to the bentonite clay interface were improved 53.9%, 28.6%, and 15.4%, respectively.

The stabilisation of clayey soil by using sawdust and sawdust ash

ABSTRACT Soil stabilisation by waste materials has been recently employed to enhance soil engineering properties. The purpose of this study is to compare the impact of utilising sawdust in its raw form versus sawdust ash as a soil stabiliser. This is to determine if sawdust (SD) can be considered as a substitute for sawdust ash (SDA) in order to reduce incineration and air pollution. To fulfil this aim, the Atterberg limits, modified Proctor test, and Direct Shear test were performed on both stabilised and non-stabilised mixtures of clayey soil. The soil was treated with 2%, 5%, 8%, 12%, 15%, and 20% by soil dry weight of both SD and SDA. The findings show that the use of SD and SDA leads to a reduction in the plasticity index and the maximum dry unit weight of the soil while increasing its optimum moisture content. The bearing capacity of the soil was greatest at 5% for both SD and SDA, with SD exhibiting a greater enhancement (31.89%) than SDA. Therefore, it is recommended to utilise SD instead of SDA for soil stabilisation due to its superior effectiveness and less harmful environmental impact.

Utilization of Earthquake Demolition Wastes and Afşin–Elbistan Fly Ash for Soil Improvement after the Kahramanmaraş Earthquake (6 February 2023)

Türkiye is surrounded by active faults that have the potential to produce big earthquakes. Recently, one of these faults has become active. Two earthquakes of magnitude 7.7 and 7.6 occurred 9 h apart on 6 February 2023 in Kahramanmaraş. It is reported that 150 million tons of earthquake demolition waste (EDW) is estimated to be produced as a result of those natural hazards. This waste poses a serious risk to both the environment and human health. Its use in geotechnical applications will provide serious environmental benefits. In this study, Afşin–Elbistan fly ash (AEFA) and EDW were used to stabilize weak clayey soils in different proportions. Samples were prepared by separately adding 5, 10, 15, and 20% AEFA and EDW to high-plasticity clay. The AEFA used in this study was used because the production of AEFA is too high, and it is not used in concrete production because it does not comply with the standards and causes serious environmental problems for the region. The Atterberg limit, standard compaction, unconfined compression strength (UCS), triaxial, and California bearing ratio (CBR) tests were performed on soil samples, and samples were prepared from soil mixtures with various proportions of AEFA and EDW added. In addition, clay mixtures were prepared with EDW by keeping the AEFA ratio constant at 15% and their effects were also investigated. According to Atterberg test results, the natural soil class was determined as high-plasticity clay, the soil class of the mixtures created by adding EDW and AEFA was determined as low-plasticity clay, and all ternary mixtures were determined as low-plasticity silt. In addition, the maximum dry density increased for all mixtures, while the optimum water content decreased. A significant increase was observed in UCS test results, especially in ternary mixtures. While cohesion increased in AEFA mixtures, it decreased in ternary mixtures as the EDW ratio increased. It was observed that the internal friction angle increased in all mixtures. According to CBR test results, it was determined that the binary AEFA mixture ratio was 20%, the binary EDW mixture ratio was 10% and above, and all ratios of the ternary AEFA + EDW mixtures could be used as road sub-base material. After the major earthquake disaster, the use of EDW is of great importance for the environment. As a result, AEFA and EDW were found to enhance the geotechnical properties of clay.

Diversity and Structure of Plant-Parasitic Nematode Communities in Some Olive Nurseries Along the Coastal Region of Syria

Ali, N. 2024. Diversity and Structure of Plant-Parasitic Nematode Communities in Some Olive Nurseries Along the Coastal Region of Syria. Arab Journal of Plant Protection, 42(3): 281-290. https://doi.org/10.22268/AJPP-001258 Olive is one of the most important economic crops in Syria. Nurseries are often the main source for pathogens dissemination in olive orchards, especially soil-borne organisms such as Verticillium and plant-parasitic nematodes (PPN), and investigating their occurrence and distribution in olive nurseries seems of great importance. No scientific data on the distribution of PPN in olive nurseries along the Syrian coastal region is available. Therefore, the present study was conducted in order to: (i) explore for the first time the occurrence and diversity of PPN communities distributed in some olive nurseries along the Syrian coastal region, and (ii) compare the nematode diversity and their community structure between two olive varieties. One hundred eight soil samples were collected from different nurseries in Latakia and Tartous governorates, from two common olive varieties Khdiry and Qaissy. Taxonomical and functional indices were calculated and compared between olive varieties and soil mixture used. The community structure was defined by using principal component analysis (PCA). The results revealed the wide distribution of PPN in olive nurseries with a total of 17 genera identified. Aphelenchoides, Aphelenchus, Ditylenchus and Tylenchorhynchus were the most common. Impact of olive varieties or soil mixture on functional diversity was observed, but not on the taxonomical indices. PCA also revealed a distinct structure of communities in each of the two olive varieties as well as in the soil mixture. Economically important genera such as Meloidogyne and Pratylenchus were also recorded with high population densities in some nurseries, suggesting the inevitable introduction of such nematodes to olive orchards. Certification programs for plant propagation materials in nurseries seem extremely important to be adopted in Syrian nurseries to ensure the production and distribution of “healthy” seedlings to growers. Keywords: Diversity, nurseries, olive varieties; plant-parasitic nematodes, soil mixture, Syria

Investigation of shear band strengthening by using different strengthening criteria

To prevent a critical failure mechanism, it is possible to simply strengthen the potential shear bands, which is a patented idea. The localization of potential shear bands that are most likely to form shear can be calculated. Before these shear bands can appear, they can be strengthened by injecting a cement suspension or using jet grouting at the locations where the most likely shear bands would occur. As a result, it is possible to increase the bearing capacity of the geotechnical system by focusing solely on the shear bands that are moste likely to form, minimizing the use of materials. Numerical modeling is employed to analyze the increase in bearing capacity. Four criteria for strengthening the shear bands are applied by incorporating them into a hypoplastic soil model, taking into consideration the material transition from soil to cement, as well as intermediate materials that can arise from jet grouting, which are mixtures of soil and cement. Two fundamental geotechnical systems, namely a shallow foundation and a retaining wall, are analyzed using ABAQUS/Standard for finite element analysis. The results demonstrate the potential of numerical modeling to identify the most critical localized areas in the soil that require strengthening, as well as the substantial increase in bearing capacity achieved after reinforcing the identified areas.

Strength and Deformability Characteristics of Cemented Clayey Sand

Stabilization of soil using cement can increase the bearing capacity, compaction, and strength characteristics. However, limited research has been conducted on cemented clayey sand, and there is a lack of knowledge of the combined effect of clay content and cement content on the strength and deformability characteristics of mixed soil. In the present study, two soil mixtures were prepared: (1) Soil A consists of 80% sand and 20% clay, and (2) Soil B consists of 60% sand and 40% clay. The prepared mixtures were stabilized by Portland cement at target ratios of 1%, 2%, and 3% by dry weight, and they were cured for 7, 14, and 28 days. A series of unconfined compression tests were performed on the untreated and cement-treated specimens. There was a continuous increase in the unconfined compressive strength (UCS) with the increase in cement content, clay content or curing period. The deformability index rose with the growth of the clay content, but it decreased over time with increasing the curing period. Two empirical equations have been developed on the basis of the cement and clay contents to predict the UCS of cemented clayey sand at any curing time (≤ 28 days). Keywords: Clayey sand, Cement stabilization, Compaction tests, Unconfined compressive strength, Deformability index, Energy absorption capacity.

Environmental implications of styrofoam waste and its utilization as lightweight fill material for embankment construction

This study investigates the adverse effects of styrofoam waste on the environment due to its non-biodegradable nature and persistence in natural ecosystems, encompassing issues such as visual pollution, habitat disruption, and potential health risks to flora and fauna. The research also delves into the feasibility of repurposing styrofoam waste as a lightweight fill material in embankment construction, aiming to improve the performance of such structures, with the primary objective of augmenting the structural performance of such constructions. The paper conducts an extensive assessment of the technical properties and engineering characteristics of a soil-styrofoam mixture. Key parameters under scrutiny encompass density, shear strength, and bearing capacity behaviors. Various proportions of styrofoam, specifically 0.0%, 0.2%, 0.4%, 0.6%, and 0.8% by weight, were systematically incorporated into the soil mixture. Based on this study, the use of styrofoam can reduce the maximum dry density of the soil mixture, but still has the desired bearing capacity. These results indicate that the reuse of Styrofoam waste as an additional material in embankment construction has great potential to improve the performance and sustainability of embankment projects.

Projected traditions? Tracing an East German-Cuban Collaboration in Loam and Soil Cement Construction in Havana-Cocosolo

This article unveils the history of constructing the "Cocosolo Experimental House" in Havana, a collaborative endeavor involving East German and Cuban participants. This singular project was designed around 1989-90, in parallel with the end of the GDR, to serve as a prototype for “self-construction technology” making use of local soil. A crucial step in the development process of this project was the search for the most suitable construction material, ultimately leading to a choice between loam (a mixture of clay, silt, sand, and aggregates such as gravel, which does not require an additional binder) and soil cement (a mixture of local soil and cement, while cement works as binder). Although several obstacles prevented the project from being completed as planned, it was finished after the East German group from Weimar left within the framework of Cuba’s specific local self-construction system. The history of the Cocosolo project unfolds as a tapestry of experimentation, adaptation, and unintended consequences. It addresses both the socialist discourse regarding material scarcity—and the actual lack of construction materials in the Cuban context. In our article, based on archival research in Cuba and Germany as well as site surveys, we unpack the expectations of the German partners experimenting with loam abroad, as well as those of the Cuban actors, focusing on the local uses of soil cement technology. Finally, to nuance the understanding of how a Cuban loam-building tradition was imposed, we analyze the clash of expectations at the construction site.

Evaluating the Growth and Development of Cocoyam (Xanthosoma sagittifolium) Under Traditional Farming Practices and Controlled Conditions

In Malaysia, specifically Kelantan, there is limited information on the variety of species and optimal production practices for edible Araceae. The study’s objectives are to examine the growth development and survival rates of domesticated edible Araceae species, specifically Cocoyam ( Xanthosoma sagittifolium), cultivated in Kelantan, Malaysia. Two environments were evaluated: a controlled condition using the minisett technique and under natural conditions that using farmers’ traditional management practices. The controlled condition utilized 50% using shade cloth, planted in 20×20 inch polybags, and a mixture of organic soil as the growing media. Fertilizer was applied at weeks 8 and 16, with the control condition receiving twice-daily irrigation. Over 20 weeks, leaf length, leaf width, plant height, stem diameter, and petiole length were recorded weekly for 50 plants. Data were collected and analyzed using SPSS. Based on these results, it can be concluded that X. sagittifolium exhibits strong growth performance, with higher growth rates and better overall development under farming conditions compared to controlled conditions. The survival rate of X. sagittifolium was higher under traditional farming practices (92%) compared to controlled conditions (84%). These findings suggest that the traditional farming practices may be more reliable for cultivating X. sagittifolium in Kelantan.

Comparison of the Effectiveness of Various Growing Media in Banana (Musa accuminata) Seed Germination

Banana is a fruit plant with numerous benefits and is considered one of the significant agricultural commodities in the world and in Indonesia. Typically, banana propagation is carried out through vegetative means using offshoots. However, this method comes with certain limitations, including challenges in generating a large number of uniform seedlings and the risk of disease contamination. Propagating bananas through seeds could offer a potential solution to address these issues. Banana seeds play a critical role in the reproduction and formation of new plants. This research aims to assess the impact of various growing media and identify an effective and efficient method for banana seed germination. The selected growing media encompass rockwool, Charcoal Husk, sand, cocopeat, farmer’s planting media, a 1:1 mixture of Manure Compost and Soil, and Moss Sphagnum media, all on a greenhouse scale. The results indicate that Rockwool achieved the highest germination rate at 71.0%, followed by Moss Sphagnum media (66.33%), and cocopeat (64.67%). Conversely, sand, charcoal husk, farmer’s planting media, and manure compost + soil exhibited lower germination rates. Each of these media options, including compost + soil, has its unique advantages and drawbacks. Moss Sphagnum media, for instance, features numerous cavities that enable plant roots to grow freely and effectively absorb and retain water. This study offers valuable guidance to farmers in selecting appropriate growing media to enhance banana seed germination, potentially benefiting agricultural development.