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Parametric Studies on the Behaviour of Reinforced Soil Retaining

Parametric Studies on the Behaviour of Reinforced Soil Retaining

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1.1 General<br />

CHAPTER 1<br />

INTRODUCTION<br />

<strong>Reinforced</strong> soil retaining walls or reinforced earth walls (comm<strong>on</strong>ly grouped as<br />

Mechanically Stabilized Embankments – MSE) represent an innovative method <strong>of</strong><br />

resolving familiar as well as unfamiliar and challenging problems. <strong>Reinforced</strong> earth<br />

is a composite material c<strong>on</strong>structed with artificial reinforcing formed by interacti<strong>on</strong><br />

between fricti<strong>on</strong>al soil and reinforcing strips. Instead <strong>of</strong> regarding soil as a mass to be<br />

c<strong>on</strong>tained by force, <strong>the</strong> earth itself is reinforced to become an integral part <strong>of</strong> <strong>the</strong><br />

structure. The walls behave as gravity structures in an integral unit and provide<br />

structural flexibility. Welded wire mats, geosyn<strong>the</strong>tics placed within layers <strong>of</strong><br />

compacted backfill provide <strong>the</strong> necessary tensile strength. Native soils at <strong>the</strong> site or<br />

from excavati<strong>on</strong> are <strong>of</strong>ten acceptable for backfill. The resulting structure is str<strong>on</strong>g,<br />

yet resilient (<strong>Reinforced</strong> Earth Company, 2011).<br />

The recent applicati<strong>on</strong>s <strong>of</strong> reinforced earth structures are vast. MSE walls use metal<br />

strips, wire meshes or geosyn<strong>the</strong>tics as reinforcement to retain soil mass. Since <strong>the</strong><br />

advent <strong>of</strong> MSE walls using geosyn<strong>the</strong>tics in 1970s, <strong>the</strong>y are now c<strong>on</strong>structed<br />

routinely as retaining wall structures for a variety <strong>of</strong> applicati<strong>on</strong>s ranging from<br />

private properties to public facilities (Allen et al., 2002). They are used for retaining<br />

walls, bridges, abutments, ramps, mine dump walls, ore storage silos and reclaim<br />

bunkers, haul road overpasses, c<strong>on</strong>tainment dykes, wharf and quay walls, dams and<br />

weirs, materials handling, blast barriers and landscaping.<br />

<strong>Reinforced</strong> soil retaining wall have gained substantial acceptance as an alternative to<br />

c<strong>on</strong>venti<strong>on</strong>al mas<strong>on</strong>ry and reinforced c<strong>on</strong>crete cantilever retaining wall structures<br />

due to <strong>the</strong>ir simplicity, rapidity <strong>of</strong> c<strong>on</strong>structi<strong>on</strong>, less site preparati<strong>on</strong> and space<br />

requirement for c<strong>on</strong>structi<strong>on</strong> operati<strong>on</strong>. In additi<strong>on</strong> to technical and performance<br />

advantages, ano<strong>the</strong>r primary reas<strong>on</strong> for <strong>the</strong> acceptance <strong>of</strong> reinforced earth retaining<br />

wall has been its inherent ec<strong>on</strong>omy. According to <strong>the</strong> survey <strong>of</strong> earth retaining<br />

structure practice in <strong>the</strong> North America, geosyn<strong>the</strong>tic-reinforced MSE walls<br />

1

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