Excel program to design a wall footing using the code provisions of NSCP 2010Full description
Design Example of a Sheet Pile Retaining Wall
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This document describe the technical specifications for secant pile works
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Tinjauan Teori Secant Pile
Perhitunagn tekanan tanah lateral metode rankine pada dinding penahan tanah jenis secant pileDeskripsi lengkap
Civil / Structural CADD & GIS Since 1994
Project : Design of Secant Pile Wall Client: A renowned consultant based in Belgium who offers various structural/geotechnical services The client is Belgiu Belgium m based based leading leading consul consultant tants s in the cons constr truc ucti tion on sect sector or spec peciali ialize zed d in Str Structu uctura rall and and Geotechnical design. Secant pile walls are formed formed by constructing constructing intersectin intersecting g reinforced concrete piles. These are often preferred when excav excavatio ations ns are to be carrie carried d out very near near to exist existing ing buildings. buildings. These piled walls consists of alternate alternate female (prima (primary ry)) piles piles instal installed led first first and subseq subsequen uently tly the male male (secon (secondary dary)) piles piles are constr construct ucted ed by boring boring throug through h the conc concre rete te in the the fema female le pile piles s in orde orderr to key key male male pile piles s between them. The secant pile wall is designed to resist the lateral earth pressure due to the retained backfill. Moreover, in certain cases cases the piles may have to functi function on as foundati foundation on at a later stage. In such cases the piles have to be designed to resist the vertical axial loads as well. Secant Pile Wall Tie-bac Tie-back k anchor anchors s may be given given for additio additional nal suppor supportt wher where e high high loads loads are are expec expecte ted, d, prov provide ided d the the spac space e limitations are not violated. Para Paradi digm gm assi assist sts s the the Desi Design gn Cons Consul ulta tant nt in design design of Secant pile walls with and without anchors. Objective:
To analyze the given soil data to determine determine the shear strength parameters of the soil. To design the retaining wall and the piles based on excavation excavation height, soil conditions and loading conditions. conditions. To prepare formwork drawing drawing for clear and easy understanding of the design details.
Services:
Design of secant pile walls for lateral earth earth pressure. Design of piles for vertical vertical loads. Design of anchors, anchors, in case of anchored retaining walls.
Benefits:
Clear graphic representation representation of various design details Timely submission. Economic design. Online availability