[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-1-en-105":3,"doc-seo-244517-105":53,"doc-detail-244517-en":127},{"code":4,"msg":5,"data":6},0,"success",[7,14,19,24,29,34,39,44,49],{"id":8,"doc_module":9,"doc_module_name":10,"category_name":11,"show_sort_weight":12,"slug":13},11,1,"Template","Presentations",90,"presentations",{"id":15,"doc_module":9,"doc_module_name":10,"category_name":16,"show_sort_weight":17,"slug":18},12,"Resumes",80,"resumes",{"id":20,"doc_module":9,"doc_module_name":10,"category_name":21,"show_sort_weight":22,"slug":23},14,"Invoices",70,"invoices",{"id":25,"doc_module":9,"doc_module_name":10,"category_name":26,"show_sort_weight":27,"slug":28},15,"Posters",60,"posters",{"id":30,"doc_module":9,"doc_module_name":10,"category_name":31,"show_sort_weight":32,"slug":33},16,"Social Media",50,"social-media",{"id":35,"doc_module":9,"doc_module_name":10,"category_name":36,"show_sort_weight":37,"slug":38},17,"Forms",40,"forms",{"id":40,"doc_module":9,"doc_module_name":10,"category_name":41,"show_sort_weight":42,"slug":43},18,"Letters",30,"letters",{"id":45,"doc_module":9,"doc_module_name":10,"category_name":46,"show_sort_weight":47,"slug":48},21,"Paper Templates",5,"papers-templates",{"id":50,"doc_module":9,"doc_module_name":10,"category_name":51,"show_sort_weight":4,"slug":52},158,"General","general-158",{"code":4,"msg":54,"data":55},"ok",{"site_id":56,"language":57,"slug":58,"title":59,"keywords":60,"description":61,"schema_data":62,"social_meta":120,"head_meta":122,"extra_data":124,"updated_unix":126},105,"en","conventional-conventional-modified-retaining-wall-workflow-1a-geometric-modeling-concrete-structure","Conventional & Conventional Modified Retaining Wall - Workflow 1A - Geometric Modeling - Concrete Structure","","Workflow 1A covers geometric modeling for a conventional retaining wall and its conventional modified variant by importing retaining wall alignment and ground/grade surfaces from LandXML. It defines overall wall length and segmenting logic, then sets retaining wall types and key parameters such as design height, stem orientation, thickness, batter ratio, footing geometry, and barrier or barrier slab selection. The workflow extrudes the stem and footing solids, forms footing steps using elevation tolerance, computes footing step widths from design height ranges, and then adds barrier geometry, haunch detail, expansion joints, weakened planes, and utility openings with object ID attributes for downstream use.",{"@graph":63,"@context":119},[64,80,102],{"@type":65,"itemListElement":66},"BreadcrumbList",[67,71,74,77],{"item":68,"name":69,"@type":70,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":72,"name":10,"@type":70,"position":73},"https://docshare.wps.com/template/",2,{"item":75,"name":36,"@type":70,"position":76},"https://docshare.wps.com/template/forms/",3,{"item":78,"name":59,"@type":70,"position":79},"https://docshare.wps.com/template/conventional-conventional-modified-retaining-wall-workflow-1a-geometric-modeling-concrete-structure/244517/",4,{"url":78,"name":59,"@type":81,"image":82,"author":87,"headline":59,"publisher":90,"fileFormat":93,"inLanguage":57,"description":61,"dateModified":94,"datePublished":95,"encodingFormat":93,"isAccessibleForFree":96,"interactionStatistic":97},"DigitalDocument",{"url":83,"@type":84,"width":85,"height":86},"https://docshare.wps.com/thumbnails/conventional-conventional-modified-retaining-wall-workflow-1a-geometric-modeling-concrete-structure/244517.png","ImageObject",442,249,{"name":88,"@type":89},"Felix Montgomery","Person",{"url":68,"name":91,"@type":92},"DocShare","Organization","application/pdf","2026-10-23","2026-09-12",true,{"@type":98,"interactionType":99,"userInteractionCount":101},"InteractionCounter",{"@type":100},"ViewAction",7,{"@type":103,"mainEntity":104},"FAQPage",[105,111,115],{"name":106,"@type":107,"acceptedAnswer":108},"What input files are used in the geometric modeling workflow for the concrete structure?","Question",{"text":109,"@type":110},"Retaining wall alignment and the top of wall profile are imported from a LandXML file, along with existing ground and finished grade surfaces from LandXML.","Answer",{"name":112,"@type":107,"acceptedAnswer":113},"How are retaining wall segment lengths determined in Workflow 1A?",{"text":114,"@type":110},"Total retaining wall length and each segment length are specified while considering changes in design height, expansion joint locations, and other design details or requirements.",{"name":116,"@type":107,"acceptedAnswer":117},"What steps does Workflow 1A perform after defining parameters?",{"text":118,"@type":110},"It extrudes the wall stem and footing, creates footing steps when adjacent footing bottom elevations exceed a tolerance, computes footing step widths from design height, adds barrier/barrier slab geometry and haunch detail, and then places expansion joints, weakened planes, and utility openings with Object ID attributes.","https://schema.org",{"og:url":78,"og:type":121,"og:title":59,"og:site_name":91,"og:description":61},"article",{"robots":123,"canonical":78},"index,follow",{"doc_id":125,"site_id":56},244517,1791083724,{"code":4,"msg":5,"data":128},{"doc_id":125,"user_id":129,"nickname":88,"user_avatar":130,"doc_module":9,"category_id":35,"category_name":36,"doc_title":59,"doc_description":61,"doc_content":131,"file_id":132,"file_url":133,"file_type":134,"file_size":135,"view_count":101,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":136,"language":137,"language_code":57,"site_id":56,"html_lang":57,"table_of_contents":138,"faqs":139,"seo_title":140,"seo_description":61,"update_tm":141,"read_time":73},549768064778,"https://ap-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","Workflow Descriptions –  \nConventional & Conventional Modified Retaining Wall  \nContents  \nWorkflow 1A: Geometric Modeling – Concrete Structure ........................................ 1  \nWorkflow 1B: Geometric Modeling – Piles .................................................................. 3  \nWorkflow 2: Rebar Modeling........................................................................................ 4  \nWorkflow 3: Earthwork Modeling – Structure Excavation and Structure Backfill .... 5  \nWorkflow 1A: Geometric Modeling – Concrete Structure  \n1. Import Retaining Wall Alignment including the Top of Wall Profile from LandXML file.  \n2. Import Existing Ground and Finished Grade Surfaces from LandXML file.  \na. Note that these input files will also be used for the earthwork modeling workflow described in a separate document (see G- 06_CT_Workflow_General / Workflow 2)  \n3. Specify the total length of the Retaining Wall and the length of each individual wall segment considering changes in Design Height, location of Expansion Joints, and other design details or requirements.  \n4. Specify Retaining Wall Geometric Parameters for each wall segment:  \na. Retaining Wall Type  \ni. Retaining Wall Type 1 per Standard Plans B3-1A, B3-1B and B3-1C  \nii. Retaining Wall Type 1A per Standard Plans B3-3A and B3-3B  \niii. Retaining Wall Type 5 per Standard Plans B3-4A, B3-4B and B3-4C  \niv. Custom Retaining Wall Type with user input parameters  \nb. Design Height  \ni. Note that the Stem and Footing Parameters below should be automatically populated with values from the Standard Plans if a Standard Wall Type is selected.  \nc. Stem Parameters  \ni. Stem Orientation (Is the battered face on the left or right when looking at the cross section up station?)  \nii. Top of Wall Thickness ‘T’  \niii. Batter Ratio  \nd. Footing Parameters  \ni. Parameter ‘C’(distance from exterior face to closest edge of footing)  \nii. Parameter ‘B’(distance from exterior face to opposite edge of footing)  \niii. Parameter ‘F’ (footing thickness)  \niv. Footing Key Depth  \nv. Footing Key Width  \nvi. Footing Key Location/Offset with respect to closest edge  \nvii. Bottom of Footing Elevation  \ne. Barrier or Barrier Slab Type  \ni. Type 836 Barrier per Standard Plan B11-79 & B11-80  \nii. Type 842 Barrier per Standard Plan B11-81 & B11-82  \niii. Type 732SW Barrier Slab per Standard Plan B11-58 & B11-59  \niv. Custom Cross-Section  \n5. Extrude Wall Stem along the Top of Wall Profile. The bottom of the wall elevation is found by adding parameter ‘F’ to the Bottom of Footing Elevation.  \n6. Extrude Footing given the geometric parameters above.  \n7. Place footing steps where the difference in bottom of footing elevations of adjacent wall segments exceeds a specified tolerance.  \n8. Compute Footing Step Width based on Design Height per Standard Plan B3-5  \na. Footing step thickness = 1'-0\" for H=4' to H=22'  \nb. Footing step thickness = 1'-6\" for H=24' to H=36'  \n9. Extrude Barrier or Barrier Slab above top of wall profile with specified distance requirements.  \n10. Add a haunch detail to the top of wall to properly support the base of the barrier or barrier slab (if applicable)  \n11. Place Expansion Joints and Weakened Planes at specified locations along the Retaining Wall span.  \n12. Place Utility openings given shape, size, location, and elevation of openings  \nAssign “Object ID” attribute to each wall stem, footing, step footing, and barrier or barrier slab. (See E-01_CT_Object-ID_Reqs.pdf)  \nDiagram below for reference only:  \n\n| Footing Heel/Batter Side = Right | Footing Heel/Batter Side = Left |\n| --- | --- |\n| | |\n\nWorkflow 1B: Geometric Modeling – Piles  \n1. Import Retaining Wall Alignment from LandXML file.  \n2. Define Pile Type, including Material and Installation Method  \n3. Define the Pile Rows along each Retaining Wall Footing. The Pile Rows are offset in the transverse direction of the wall, parallel to the Retaining Wall Alignment.  \n4. Define Pile Spacing along eac","cbCailha1YYSlrbC","https://ap.wps.com/l/cbCailha1YYSlrbC","pdf",160993,6,"English","# Workflow 1A: Geometric Modeling - Concrete Structure\n## Import and segment retaining wall geometry\n## Define retaining wall, stem, footing, and barrier parameters\n## Extrude solids, create steps, and add joints and openings\n# Workflow 1B: Geometric Modeling - Piles\n## Import alignment and define pile types and rows\n## Set spacing, cutoff, and tip elevations\n# Workflow 2: Rebar Modeling\n## Use existing modeled wall objects\n## Define rebar parameters and create rebar polyline centerlines\n## Extrude rebar and assign object attributes","[{\"question\":\"What input files are used in the geometric modeling workflow for the concrete structure?\",\"answer\":\"Retaining wall alignment and the top of wall profile are imported from a LandXML file, along with existing ground and finished grade surfaces from LandXML.\"},{\"question\":\"How are retaining wall segment lengths determined in Workflow 1A?\",\"answer\":\"Total retaining wall length and each segment length are specified while considering changes in design height, expansion joint locations, and other design details or requirements.\"},{\"question\":\"What steps does Workflow 1A perform after defining parameters?\",\"answer\":\"It extrudes the wall stem and footing, creates footing steps when adjacent footing bottom elevations exceed a tolerance, computes footing step widths from design height, adds barrier/barrier slab geometry and haunch detail, and then places expansion joints, weakened planes, and utility openings with Object ID attributes.\"}]","Conventional & Conventional Modified Retaining Wall - Workflow 1A - Geometric Modeling - Concrete Structure | PDF",1789218177]