Browsing by Author "Amarasinghe, MP"

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item: Thesis-Full-text
A Study on improvement of unsuitable soils for road construction using lime and fly ash
Amarasinghe, MP; De Silva, LIN
In Sri Lanka, residual soils are abundantly encountered in constructions where residual soils with poor engineering properties have been left unused in many situations. However, it is uneconomical and non-ecological to leave these soils unused. As a solution, stabilizing the soils with chemical techniques such as lime and fly ash stabilization to the required properties has become popular and sustainable. In this study, an unsuitable residual soil was stabilized with 3%, 5% and 8% of lime, 6%, 12% and 18% of fly ash and with 3% lime increasing the fly ash percentage at 6%, 12% and 18% by dry soil mass to investigate the variation in soil properties to be used in road constructions. First, the basic soil properties were investigated. Then the variation in plasticity characteristics, maximum dry density (MDD), optimum moisture content (OMC), unconfined compressive strength (UCS) and California bearing ratio (CBR) was studied. A decrease in plasticity index (PI) was observed with 3% lime, but with further addition no variation observed. For soil stabilized with fly ash and lime-fly ash admixture no such variation in PI observed. There was a decrease in MDD with the increase in lime and lime-fly ash admixture percentages, but there was a slightly increasing trend with fly ash. No significant variation in optimum moisture content observed with any of the additives. An increase in the UCS of the soil with the curing time and additive percentage was observed. A significant improvement in CBR was observed with lime and lime-fly ash admixtures, but not with fly ash alone. It can be concluded that with 6% lime or 3% lime with 18% fly ash, the required CBR value for the soil to be used as a capping layer material can be achieved.
item: Conference-Abstract
Validation of rain-induced failure of unsaturated colluvium slopes: a case study
(Department of Civil Engineering, 2023-09-27) Amarasinghe, MP; Kulathilaka, SAS; Mallikarachchi, C; Hettiarachchi, P; Herath, S; Fernando, L
Landslides are a major global hazard that affects human and economic losses every year. The spatial and temporal distribution of landslides is one of the fundamental tools for landslide susceptibility, hazard and risk assessment to establish land use policies and mitigation measures. Sri Lanka has been identified as a hotspot for rainfall-induced landslides, considering the heavy and prolonged rainfalls received during tropical monsoon seasons. Further, favourable preparatory factors for landslides such as ground conditions, geomorphology and anthropogenic activities prevails in the country. The significant weathering in the tropical region due to temperature and humidity can form thick soil layers and geological structures of high variability. The ground conditions in the central hill country in Sri Lanka is highly complex due to the weathering of the crystalline metamorphic rock of Precambrian age which exists in this region. Colluvium soils are a heterogeneous mixture of soil and rock particles accumulated at the toe area of the slope due to previous downslope movements under gravity. Movements within these layers can get easily reactivated due to porewater pressure variations or human interventions. Currently, landslide susceptibility in the mountainous regions of Sri Lanka has been identified and mapped based on a model considering six terrain factors and factor classes on the scale of 1:10,000 and 1:50,000. Landslide early warnings are issued for the high susceptible areas based on the empirical thresholds identified for the whole nation and these can lead to false alarms. Hence it is vital to implement early warning based on rainfall thresholds identified using process-based methods, which is more accurate and reliable. In this study, the suitability of limit equilibrium (LE) and finite element (FE) methods to assess slope stability with rainfall infiltration was evaluated using two case studies. The first case study was conducted on the Kithulgala landslide which occurred on 15th May 2016 in Kithulgala area along the Avissawella-Haton main road. Sobasiripura landslide which occurred on the same day in Hanwella North was selected as the second case study. For the LE study SLOPE/W software was utilised along with the SEEP/W software for FE seepage analysis. Alternatively, PLAXIS 2D software was used to conduct a FE based coupled hydro-mechanical stability analysis. Rainfall for 10 days prior to the failure was considered for the analysis to allow the antecedent rainfall conditions and the equilibrium of the groundwater table. From the results of the study, it was evident that both methods can be used to effectively verify the failure and triggering rainfall that closely resemble the failure surface identified at the site. The failure occurred along the colluviumweathered rock interface in both cases and the matric suction loss in the colluvium layer was the main reason for the failure rather than the rise of the groundwater table.