Browsing by Author "John, GKP"
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- item: Conference-Full-textDesign and development of a green roof substrate for the tropics(Department of Building Economics, 2024) John, GKP; Munasinghe, AMMG; Weerasinghe, KGNH; Halwatura, RU; Sandanayake, YG; Waidyasekara, KGAS; Ranadewa, KATO; Chandanie, HGreen roofs can be used as an effective climate change adaptation tool in South Asia. However, there is limited information on the type of substrate and the substrate depth best suited for extensive green roofs in this tropical climate. In this research, sixteen potential substrate mixtures were prepared using locally available materials and waste materials. The properties of these substrate mixtures were tested under laboratory and field conditions to identify the substrate mix best applicable for extensive green roofs for the tropical climate of Sri Lanka. Based on the results obtained from laboratory testing it was observed that substrate mixtures that contained coir and crushed recycled bricks displayed the properties most suited for a substrate in the tropical climate. Three different substrate depths (2.5cm, 5.0cm and 7.5cm) were also tested, in order to study their suitability for adequate plant development under tropical conditions. It was observed that the 2.5cm substrate depth had successful plant establishment and adequate plant coverage. Moreover, the 2.5cm depth substrate could be easily supported on an existing roof with little/no modifications. Therefore, for the tropical climate of Sri Lanka, a 2.5cm depth substrate composed of 10% compost, 5% coir, 5% rice husk, 40% sand and 40% crushed recycled bricks is recommended.
- item: Conference-AbstractDevelopment of a modular roof tile for sloped green roofs in the tropics(Department of Civil Engineering, 2023-09-27) Munasinghe, AMMG; Halwatura, RU; John, GKP; Mallikarachchi, C; Hettiarachchi, P; Herath, S; Fernando, LConverting existing sloped roofs to green roofs in Sri Lanka poses challenges due to limited options and costly modifications. This research aims to overcome these barriers by developing a modular roof tile system that enables a smooth and cost-effective transition to green roofs. The proposed system allows for easy replacement of current roofing materials with green roof tiles, minimising the need for major modifications to the existing roof support system. By considering the tropical climate conditions of Sri Lanka, this research fills the gap in green roof studies primarily conducted in temperate regions. The study focuses on determining optimal dimensions and profiles for modular roof tiles through structural analysis and computer simulations. The methodology employed in the research study was as follows. Initially, a literature review was conducted to gather information on green roofs, research gaps, and roof structure details specific to Sri Lanka. Then examined existing roofing systems in Sri Lanka to understand their characteristics and installation methods. Suitable dimensions for the proposed green roof tile were decided based on the literature review, the study of roofing systems in Sri Lanka, and a laboriousness study. Suitable dimensions were identified as 900mm x 1200mm x 25 mm. Then suitable profiles were selected for the green roof tile based on existing roof tiles and relevant literature. Finite element modelling was utilised to analyse the structural behaviour of the proposed roof tile profiles and identify the most suitable profile for optimal performance. Three initial shapes of corrugations were considered first to determine the best shape. Based on the comparative study of the three different corrugation shapes, it was determined that circular corrugation exhibited the highest reduction in maximum displacement per unit length increased through the introduction of corrugation. To explore the design variations within this profile, the rise and pitch of the circular corrugation were systematically varied, resulting in a total of nine different profiles. During the comparative study of the nine profiles, a specific criterion was applied to select the most suitable profile. Only the profiles that exhibited a displacement of less than or equal to 5mm were considered for further evaluation. Among these profiles, the focus was on identifying the one that demonstrated the highest reduction in maximum displacement per unit length increased through the introduction of corrugation compared to the base profile. After careful analysis and assessment, profile with a rise of 10mm and a pitch of 200mm emerged as the optimal choice, exhibiting a significant reduction in displacement, and fulfilling the established criteria. Thus, this profile was selected as the preferred profile for the proposed green roof tile system. The recommended profile demonstrates significant displacement reduction per unit length increased through the introduction of corrugation and offers favourable characteristics for accommodating the growing medium. The findings will contribute to promoting sustainable construction practices by providing costeffective solutions for converting existing sloped roofs to green roofs in Sri Lanka.