Okushoboorora Amatembezo Agu Orikurabamu Kuhinga Oburo Kuruga Aha Kububanjurira Ekishaka Kuhika Aha Kuburya. by Amutuhaire, Elias

“…Okucondooza oku kugyendereire kuhwera abo abatarikumanya amatembezo agu orikurabamu waaba noohinga oburo, ebi oshemereire kukora: kykrb; okwombera, okugyesha n'ebindi. …”
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Comparison of Selected Aspects of English Subject in the New and the Old Secondary Curriculum. by Akugizibwe, Masika Sharon

“…The findings further revealed that the teachers were not conversant with the aims and objectives in the CBC curriculum yet they are expected to implement the same. …”
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Improving the Properties of Non G30 Soil for Use as Subbase Material with Tea Production Waste-Lime Blend. by Baluku, Bennet

“…The results indicated that the optimal stabilization was achieved with a 5% to 7% blend, where the soil met the required CBR, CBR swell, LL, and PI values, making it suitable for subbase use. …”
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Performance of Sisal Fabre as Natural Geotextile to Reinforce Soil Layers on Unpaved Road. by Kyomugasho, Lilian

“…Finally, it was observed that placing sisal fibre after the second layer gives the highest CBR value and MDD values. Based on the results the expansive soil reinforced with sisal fibre at the second layer can be used in unpaved road layers since it gave an increase in CBR from 3.7% to 19.2% since it meets the requirement as per the Uganda ministry of works, Housing and communication, 2005 and the general specification for roads and Bridges. …”
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Information Communications Technology and Revenue Mobilization in Local Governments in Uganda: A Case of Mbarara District Local Government. by Apunyo, Henry Anthony

“…A sample of 133 respondents constituting Mbarara District Finance Committee members, CAO, CFO, District Planner, Commercial Officer, SASs, town agents, parish chiefs, and traders was drawn from a population of 200 study subjects using simple random sampling and purposive sampling techniques. …”
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Investigation of the Effect of Grout Viscosity on The Bearing Capacity of Sandy Soil. by Oriokot, William

“…An empirical equation that relates the water-cement ratio and the penetration resistance of the soil has been developed. The equation can be used in grouting works to determine the CBR value of soil at a certain W/C of grout, hence relating to the expected bearing capacity of soil.…”
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Investigating the Effect of Bamboo Fibers on The Engineering Properties of Laterite Soils in Road Construction. by Kiiza, Obed

“…The UCS – CBR developed relationship using Microsoft excel software 2013 were of the second order polynomial in the form, α₁x² - α₂x + c, at R² values of 0.89 and 0.97 for soaked and unsoaked conditions respectively indicating a high correlation between the CBR and UCS thus, can be used to predict the UCS at various CBR values and bamboo fibre contents in treated lateritic soils. …”
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Estimation of Bearing Capacity from Dynamic Cone Penetration Test in 𝒄 − ∅ Soils in Kabale Municipality. by Nkwanzi, Lillian

“…For cohesive soils or soils where cohesion component can’t be neglected, which as soils typical in the area of this study, earlier proposed models of bearing capacity prediction basing on CBR are erroneous. Therefore, a relationship of bearing capacity with cohesion and DPI has been developed by linear regression. …”
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