Structural Engineering & Statics
where the load goes
Concept

Soil-structure interaction — where it appears

The two-way dependence between a structure's response and the ground beneath it, in which the foundation's motion is not the free-field motion. It lengthens the period and adds radiation damping, and it can move a structure into a more damaging part of the spectrum rather than out of one.

Named by 2 essays across 2 fields — each of them below, with the objects they name alongside it.

The building does not care how far it went down; it cares how much it tilted. Five footings on soil that is 35% as stiff under one of them, carrying 60 kN/m. They settle between 12 and 54 mm, and the number that matters is neither of those: it is the angular distortion between neighbours, 4.32 per thousand, or one in 231 — against a limit of one in 500 for cracking in finishes, which this does not. A building that went down half a metre uniformly would be undamaged and would need a new front step; this one has moved a twentieth as far and has cracked.

The settlement that matters is the difference

A building that goes down half a metre uniformly is undamaged and needs a new front step. One that goes down a twentieth as far, unevenly, has cracked. The superstructure can even the difference out — and the only way it can do so is by carrying the difference itself, as a force.

deflection · Differential settlement Most of a long pile is doing nothing. Head deflection against embedded length, both measured in the pile's own characteristic length T = 14.67 m. A pile shorter than about two T is a lever with nothing holding its foot and deflects several times as much; past four T the curve is flat to within a per cent, because the ground below that depth is never asked for anything. A lateral check is a check on the top four T of a pile, however deep it goes for its axial load — and adding length to fix a lateral deflection is the one remedy that does not work.

The pile that is too short to bend

A laterally loaded pile is long or short in its own characteristic length, and the two are different structures. The slender pile bends and the ground below four characteristic lengths never hears about it; the monopile is two lengths deep, rotates about a point, and every tabulated coefficient written for the first case is wrong for the second.

internal-forces · Lateral pile

Named alongside it

The objects these essays reach for when they reach for this one.

Subgrade modulusAngular distortionBeam on springsBending momentCharacteristic lengthDamage criterionDeflectionDifferential settlementDowndragElastic foundationFoundationFree body

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