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Guniting / ShotCreting

Soil Stabilizing

Soil stabilization a general term for any physical, chemical, mechanical, biological or combined method of changing a natural soil to meet an engineering purpose.[1] Improvements include increasing the weight bearing capabilities, tensile strength, and overall performance of in-situ subsoils, sands, and waste materials in order to strengthen road pavements.

Slope Protection

Slopes are all around us in the urban environment, and the soil on some of these slopes may be inherently unstable. Old, natural slopes in rural and forest areas have often developed a degree of stability over time. But artificial slopes within urban areas that are part of developments, or that are adjacent to infrastructure such as roads and railways, can be less stable, and may require stabilisation using engineering, bioengineering or ecoengineering methods.

Pile Support

Piles are pushed into the ground to act as a steady support for structures built on top of them. Piles transfer the loads from structures to hard strata, rocks, or soil with high bearing capacity. The piles support the structure by remaining solidly placed in the soil.

Excavated Rock

Rock excavation is defined as the excavation or hard, compacted or cemented materials that often require blasting or the use of ripping and excavating equipment larger than that defined for common excavation. In addition, excavation and removal of isolated boulders or rock fragments larger than 1 cubic yard is also classified as rock excavation.

Building External

Building Exterior means the outside portions of a structure, including the materials, equipment and components which constitute the walls, roof, foundation, stairs, attached projections and other external parts and features.

Building Exterior means the exterior skin of a Building, including any glass that separates a part of the Building Exterior from its interior

RCC

Reinforced concrete (RC), also called reinforced cement concrete (RCC), is a composite material in which concrete’s relatively low tensile strength and ductility are compensated for by the inclusion of reinforcement having higher tensile strength or ductility. The reinforcement is usually, though not necessarily, steel bars (rebar) and is usually embedded passively in the concrete before the concrete sets.