Support provided by soil, which prevents column failure of a driven pile. Cast-in-place concrete foundation element that may be reinforced, which is constructed in various plan configurations I, H, L, X shapes and intended to primarily carry vertical loads. A non-load bearing wall constructed underground to impede the flow of water as: 1. Shafts constructed by pumping grout through a hollow-stem auger. A coefficient that is determined as the ratio of a force to velocity. See polymer slurry.
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Spoil is removed from the bucket by swinging it to one side of the bore and releasing the hinged bottom of the bucket.
The maximum or ultimate strength of the foundation unit.
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A recess in the wall intended to receive a wall or floor slab. Soil mainly composed of silt-sized particles of wind blown deposits. See illustration 8 See Drive Cap Field Record of each driven pile including location number, hammer model, pile type, blow count per unit of penetration, final resistance, driven length, etc.
MULLARD BLACKBURN CLOSED SYSTEM
|Water pressure in soil that results in neither upward or downward flow; having a hydraulic gradient equal to unity International Building Code.
The telescoped cylinders are withdrawn as concrete is placed. Lubricator or Oiler also refers to the assistant equipment operator. See Dynamic Formula. Oil lubricator inserted in compressed air or steam lines to lubricate air or steam powered hammers.
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A tree trunk, usually debarked, driven into the ground. May be performed in axial compression, axial tension, or horizontally lateral.
Preferred term is "end-bearing pile". Eurocode term for basic estimated load, as defined by code or statistical analysis, before application of Load Factor. An open-end steel pipe installed by drilling, driving or vibrating to support the sides of a hole. Also called Pony Leads.
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Also referred to as "frost grip.
LAKE WIND EFFECT DEFINITION VERB
|Title of computer program developed by Hubbell Power Systems, Inc.
Effect of settling soil that grips a pile by friction and adds a downward weight to the structure load.
See also "Airlift" Upward movement of soil material in the base of a cofferdam or excavation because of groundwater pressure; normally associated with insufficient toe penetration of sheeting. An empty closed-end tubular section, driven into the ground within operating radius of a pile rig. Relatively small diameter typically 4" to 10" cast-in-place replacemnent piles utilizing drilling and grouting procedures along with high strength materials to obtain high capacity piles, typically 50T to T.
The wall above the beam seats of a bridge abutment, designed to support the approach slab and retain the earth behind the abutment.
The coefficient of earth pre The maximum pressure load that may be safely applied in the horizontal direction to a soil or rock by a foundation unit.