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The permanent remedial measures adopted proved to be of considerable practical interest involving a bored pile anchored wall with foundations socketed into a deep sandstone foundation stratum.
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Seven types of soils are considered in the foundation strata.
Soil in foundation strata: The soil in foundation strata covers large variations from soft and stiff clay to moderate and compact granular formation.
The underlying foundation strata are assumed to be a semi-infinite soil formation.
A rigid wall retaining a reinforced backfill and underlying semi-infinite foundation strata is discretized as discussed in preceding section.
Actually, the performance of a rigid wall system on moderate and soft foundation strata has not been fully explored [5].
The deflected profile is a straight line variation indicating the rigid body rotation of the wall due to the deformations suffered by the foundation strata and backfill material.
The infinite lateral boundary of the foundation strata on the left is curtailed at a distance 'L', and resulting boundary is assumed to be restrained in horizontal direction. .
The infinite lateral boundary of the foundation strata on the left is curtailed at a distance 'L', and resulting boundary is assumed to be restrained in horizontal direction.
Similar response is obtained for other parametric combinations by varying the properties of backfill and foundation strata (vide Tables 1, 2).
The infinite domain of the foundation strata is curtailed vertically at a depth 'D', and the boundary so formed is assumed to be restrained horizontally as well as vertically.
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