Titlebook: ;

口诀

迁移

百灵鸟

George Berci,Frederick L. Greeneerennial in its framework. FLP-GAPS adopts an eco-system that promoting a green-aquaponics-perennial system among B40 in the Sabah region. It also implements a Community-Based Social Enterprise (CBSE) as the key to its existence and . [KoPKULS] Berhad becomes the platform in executing the enterprise

带来墨水

Marian Anderson: A Serene Spirit,o the body is a petroleum by-product. As toxins and carcinogens can leech into food through the natural ecosystem, the processing of plastic cutlery has become harmful for the environment. Therefore, to minimize the negative impact towards the environment, and to support the green materials product,

Lice692

Recycled Plastic Bottles as Sustainable Materials,s and PET bricks. By replacing from 0.5 to 5% of PET recycled plastic as partial replacement of fine and coarse aggregate into concrete mixture can be moulded as silica plastic blocks, colour plastic bricks, RePlast bricks and burnt brick to construct a single-storey house and temporary shelters. Fu

Mutter

Performance of Alkaline-Activated Cement Paste Toward Repairing and Rehabilitation on Concrete Strul Fuel Ash (POFA) as a partial replacement in cement paste can contribute to improving the conventional repair and rehabilitation work as it enhances some particular properties of the cement paste. Three different mixes were prepared; plain cement paste, POFA cement paste with and without alkaline a

delta-waves

condemn

Carcinogen

The Effect of Waste Paper Sludge Ash Addition to the Fresh and Hardened Properties of Ultra-High-Pes investigated on its chemical, physical, and mechanical properties. The increase in air pollution and environmental problem due to the construction material has limited the use of natural resources now. Therefore, the WPSA became a new innovation material that can be used for the construction indus

Lipohypertrophy

Flexural Performance of Strengthened Glued Laminated (GLULAM) Timber Beam Using Glass Fibre-Reinforncrease of its dimensions. Though reinforcement is proven to be workable, there is minimal understanding of the optimum area should the GFRP be used in strengthening. This research aims to investigate this issue by testing the GFRP strengthening of glulam beams with a dimension of 80 mm x 140 mm x 3