live load surcharge on retaining wall

lrfd steel girder superstructure design example - lrfd

loads due to live load surcharge: s. loads due to live load surcharge must be applied when a vehicular live load acts on the backfill surface behind the back face within one-half the wall height. the horizontal pressure increase due to live load surcharge is estimated based on the following equation: bottom of backwall live load

guidelines for determining live loads surcharge from

this information bulletin provides guidelines for determining live loads due to sidewalk pedestrian traffic and street traffic for temporary shoring design adjacent to the public way. surcharge loads shall be applied where vehicular load or pedestrian loads are expected to act on the surface behind a

simplified methods for the surcharge lateral pressure

simplified methods for the surcharge lateral pressure distribution kumars zand-parsa department of civil engineering, azad university and caltrop consultant eng. co. 1516 w 1 st st. #315 san pedro ca 90732 abstract a surcharge load is any load such as spoil embankments, street s or highways, construction machinery which is imposed upon the

loads and forces acting on retaining wall and their

loads and forces acting on retaining wall and their calculations. it can be either dead loads for example sloping backfill above the wall height or live load which could result from highway or parking lot, paving or adjacent footing. live load surcharge is considered when vehicular actions act on the surface of backfill soil at a

earth pressure and retaining wall basics for non

wall from earth pressure, surcharge load, water, earthquake etc. prior to completing any retaining wall design, it is first necessary to calculate the forces acting on the wall. retaining wall to support a fill. table 2 and table 3 show some examples of the coulomb active and passive

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for example, when checking uplift, a load factor of 0.90 or 1.25 should be used for the dead load on all spans. incorporate a live load surcharge into the design when construction or maintenance equipment will operate adjacent to retaining walls and abutments.