Knowledge (XXG)

Shallow foundation

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115:, an isolated footing is a square, rectangular, or circular slab that supports the structural members individually. Generally, each column is set on an individual footing to transmit and distribute the load of the structure to the soil underneath. Sometimes, an isolated footing can be sloped or stepped at the base to spread greater loads. This type of footing is used when the structural load is relatively low, columns are widely spaced, and the soil's bearing capacity is adequate at a shallow depth. 176: 795: 648: 694: 607: 595: 706: 757: 682: 583: 730: 783: 771: 807: 31: 718: 99: 831: 747: 670: 252:, reacts with concrete over a long period, slowly degrading until the pipe fails. This can lead to what is commonly referred to as slab leaks. These occur when pipes begin to leak from within the slab. Signs of a slab leak range from unexplained dampened carpet spots, to drops in water pressure and wet discoloration on exterior foundation walls. Copper pipes must be 571: 819: 619: 151: 210:
slab that is to serve as the foundation for the structure is formed from a mold set into the ground. The concrete is then placed into the mold, leaving no space between the ground and the structure. This type of construction is most often seen in warmer climates, where ground freezing and thawing is
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is commonly less than that (typically less than 400 kPa). By possessing a larger bearing area, the foundation distributes the pressure to the soil, decreasing the bearing pressure to within allowable values. A structure is not limited to one footing. Multiple types of footings may be used in a
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foundation, a mat foundation is a single continuous slab that covers the entirety of the base of a building. Mat foundations support all the loads of the structure and transmit them to the ground evenly. Soil conditions may prevent other footings from being used. Since this type of foundation
62:. Customarily, a shallow foundation is considered as such when the width of the entire foundation is greater than its depth. In comparison to deep foundations, shallow foundations are less technical, thus making them more economical and the most widely used for relatively light structures. 38: 36: 33: 32: 37: 218:) may be a problem, as a slab foundation cannot be readily jacked up to compensate; proper soil compaction prior to pour can minimize this. The slab can be decoupled from ground temperatures by insulation, with the concrete poured directly over insulation (for example, 127:. A combined footing is typically utilized when the spacing of the columns is too restricted such that if isolated footing were used, they would overlap one another. Also, when property lines make isolated footings eccentrically loaded, combined footings are preferred. 35: 211:
less of a concern and where there is no need for heat ducting underneath the floor. That being said, Frost Protected Shallow Foundations (or FPSF) which are used in areas of potential frost heave, are a form of slab-on-grade foundation.
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connects individual columns with the use of a strap beam. The general purpose of a strap footing is alike to those of a combined footing, where the spacing is possibly limited and/or the columns are adjacent to the property
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soil. While elevated structural slabs actually perform better on expansive clays, it is generally accepted by the engineering community that slab-on-grade foundations offer the greatest cost-to-performance ratio for
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distributes the load coming from the building uniformly over a considerably large area, it is favored when individual footings are unfeasible due to the low bearing capacity of the soil.
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is a continuous strip that supports structural and non-structural load-bearing walls. Found directly under the wall, Its width is commonly 2-3 times wider than the wall above it.
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When the load among the columns is equal, the combined footing may be rectangular. Conversely, when the load among the columns is unequal, the combined footing should be
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into the building above the slab. Electrical conduits through the slab must be water-tight, as they extend below ground level and can potentially expose wiring to
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to the Earth very near to the surface, rather than to a subsurface layer or a range of depths, as does a
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Remodeling or extending such a structure may be more difficult. Over the long term, ground settling (or
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homes. Elevated structural slabs are generally only found on custom homes or homes with basements.
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Footings are always wider than the members that they support. Structural loads from a
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When more than one column shares the same footing, it is called a
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or wall are usually greater than 1,000 kPa, while the soil's
355:"Shallow foundation – Definition, Types, Uses and Diagrams" 229:
Slab-on-grade foundations should not be used in areas with
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(2004). 345: 42:Shallow foundation construction example 430:"8 Most Important Types of Foundation" 406: 7: 25: 538:Offshore geotechnical engineering 829: 817: 805: 793: 781: 769: 755: 745: 728: 716: 704: 692: 680: 668: 646: 617: 605: 593: 581: 569: 385:(2nd ed.). . p. 259. 244:piping, commonly used to carry 226:) can be built into the slab. 1: 1188:Mechanically stabilized earth 940:Hydraulic conductivity tests 1501:Stress distribution in soil 27:Type of building foundation 1687: 651:Pore pressure measurement 187: 1404:Preconsolidation pressure 799:Standard penetration test 535: 299:Fiber reinforced concrete 220:extruded polystyrene foam 18:Slab-on-grade foundations 1666:Geotechnical engineering 900:California bearing ratio 698:Rotary-pressure sounding 529:Geotechnical engineering 294:Construction engineering 184:Slab-on-grade foundation 1320:Geosynthetic clay liner 1295:Expanded clay aggregate 915:Proctor compaction test 856:Crosshole sonic logging 842:Nuclear densometer test 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Civil Engineer 202:foundations are a 181: 160: 104: 48:shallow foundation 44: 1661:Civil engineering 1638: 1637: 1509: 1508: 1485:Sliding criterion 1447:Response spectrum 1363: 1362: 1193:Pressure grouting 1092: 1091: 952: 951: 905:Direct shear test 611:Permeability test 39: 16:(Redirected from 1678: 1497:Bearing capacity 1384:Effective stress 1374: 1275:Land reclamation 1215:Land development 1110:Natural features 1107: 1074:Specific storage 963: 895:Atterberg limits 833: 821: 809: 797: 785: 773: 759: 749: 734:Screw plate test 732: 720: 708: 696: 684: 672: 650: 621: 609: 597: 585: 573: 555: 522: 515: 508: 499: 480: 479: 477: 476: 465: 459: 458: 451: 445: 444: 442: 440: 425: 419: 418: 412: 404: 376: 370: 369: 367: 365: 353:Akhter, Shahin. 350: 304:Precast concrete 224:hydronic heating 125:combined footing 119:Combined footing 107:Isolated footing 76:bearing capacity 40: 21: 1686: 1685: 1681: 1680: 1679: 1677: 1676: 1675: 1641: 1640: 1639: 1634: 1613:Earth materials 1554: 1516: 1505: 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Index

Slab-on-grade foundations
foundation
structural load
deep foundation
column
bearing capacity
wall footing

trapezoidal
strap footing

curing

Floating raft system
structural engineering
concrete
subsidence
extruded polystyrene foam
hydronic heating
expansive clay
tract
Copper
natural gas
water
insulated
conduit
plumbed
groundwater
Argillipedoturbation
Building construction

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