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.
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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
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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
78:
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
171:
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.
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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.
146:
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
233:
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
172:
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.
34:
95:
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.
519:
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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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469:"Slab Leak Repair McKinney, Frisco, and Allen Tx - Hackler Plumbing"
188:"Floating foundation" redirects here. For Floating raft system, see
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455:"Slab-on-Grade Foundation Detail & Insulation, Building Guide"
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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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102:Detail Section of a strip footing and its wall.
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179:Diagrams of the types of shallow foundations.
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154:Mat foundation with its concrete undergoing
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413:: CS1 maint: location missing publisher (
382:Fundamentals of reinforced concrete design
471:. Hacklerplumbingmckinney.com. 2013-11-08
222:panels), or heating provisions (such as
379:Gillesania, Diego Inocencio T. (2004).
345:
42:Shallow foundation construction example
430:"8 Most Important Types of Foundation"
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538:Offshore geotechnical engineering
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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
599:Geo-electrical sounding
493:Raft or Mat Foundations
1656:Structural engineering
1583:Earthquake engineering
1394:Lateral earth pressure
1019:Hydraulic conductivity
870:Wave equation analysis
849:Exploration geophysics
741:Deformation monitoring
710:Rotary weight sounding
204:structural engineering
180:
159:
103:
79:construction project.
50:is a type of building
43:
761:Settlement recordings
686:Rock control drilling
587:Cone penetration test
289:Building construction
206:practice whereby the
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153:
113:single-column footing
101:
41:
1623:Agricultural science
1325:Cellular confinement
309:Prestressed concrete
284:Argillipedoturbation
190:Floating raft system
1651:Shallow foundations
1515:Numerical analysis
1399:Overburden pressure
1389:Pore water pressure
1169:Shoring structures
1044:Reynolds' dilatancy
945:Water content tests
930:Triaxial shear test
890:Soil classification
863:Pile integrity test
262:) or run through a
1490:Slab stabilisation
1470:Stability analysis
359:Pro Civil Engineer
202:foundations are a
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48:shallow foundation
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1661:Civil engineering
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1485:Sliding criterion
1447:Response spectrum
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1193:Pressure grouting
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905:Direct shear test
611:Permeability test
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16:(Redirected from
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1497:Bearing capacity
1384:Effective stress
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1275:Land reclamation
1215:Land development
1110:Natural features
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1074:Specific storage
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895:Atterberg limits
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304:Precast concrete
224:hydronic heating
125:combined footing
119:Combined footing
107:Isolated footing
76:bearing capacity
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1049:Angle of repose
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787:Simple sounding
775:Shear vane test
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60:deep foundation
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54:that transfers
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1560:Related fields
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1024:Water content
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546:Investigation
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89:strip footing
82:
80:
77:
73:
65:
63:
61:
57:
53:
49:
19:
1671:Construction
1608:Biogeography
1603:Hydrogeology
1593:Soil science
1573:Geochemistry
1349:
1332:Infiltration
1260:Cut and fill
1203:Soil nailing
1069:Permeability
1034:Bulk density
751:Inclinometer
674:Ram sounding
559:
473:. Retrieved
463:
449:
437:. Retrieved
433:
423:
381:
374:
362:. Retrieved
358:
348:
257:
253:
240:
228:
213:
199:
195:
194:
168:
167:Also called
166:
141:
129:
124:
122:
112:
111:Also called
110:
93:wall footing
88:
87:Also called
86:
83:Wall footing
69:
47:
45:
1618:Archaeology
1342:Foundations
1315:Geomembrane
1198:Slurry wall
1137:Water table
1101:Interaction
1097:Structures
1084:Sensitivity
881:Laboratory
324:Steel fixer
272:groundwater
246:natural gas
132:trapezoidal
1645:Categories
1475:Mitigation
1457:Shear wave
1442:Earthquake
1437:Compaction
1422:Permafrost
1413:Phenomena/
1310:Geotextile
1235:Embankment
1225:Excavation
1162:Earthworks
1122:Vegetation
1117:Topography
1039:Thixotropy
1029:Void ratio
1012:Properties
910:Hydrometer
655:Piezometer
575:Core drill
475:2018-08-20
401:1015901733
340:References
334:Grade beam
256:(that is,
216:subsidence
52:foundation
1598:Hydrology
1578:Petrology
1466:analysis
1464:Landslide
1369:Mechanics
1280:Track bed
1265:Fill dirt
1250:Terracing
823:Trial pit
638:Statnamic
623:Load test
409:cite book
259:insulated
1628:Agrology
1517:software
1415:problems
1245:Causeway
1220:Landfill
1147:Subgrade
1064:Porosity
1059:Cohesion
439:July 31,
364:July 31,
329:Formwork
278:See also
208:concrete
1568:Geology
1540:SVSlope
1350:Shallow
1270:Grading
1208:Tieback
1152:Subsoil
1142:Bedrock
1132:Topsoil
1127:Terrain
920:R-value
883:testing
633:Dynamic
560:in situ
558:Field (
314:Tie rod
268:plumbed
264:conduit
1550:Plaxis
1545:UTEXAS
1535:SVFlux
1525:SEEP2D
1377:Forces
1230:Trench
1178:Gabion
988:Gravel
628:Static
399:
389:
254:lagged
242:Copper
156:curing
147:lines.
72:column
1530:STABL
1003:Loess
966:Types
319:Rebar
250:water
236:tract
66:Types
1355:Deep
998:Loam
993:Peat
983:Sand
978:Silt
973:Clay
958:Soil
660:Well
441:2021
415:link
397:OCLC
387:ISBN
366:2021
248:and
169:raft
91:, a
1240:Cut
549:and
266:or
198:or
1647::
1499:*
432:.
411:}}
407:{{
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142:A
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1103:)
1099:(
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521:e
514:t
507:v
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20:)
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