Matches in SemOpenAlex for { <https://semopenalex.org/work/W2017324986> ?p ?o ?g. }
Showing items 1 to 78 of
78
with 100 items per page.
- W2017324986 abstract "A two-story building was proposed within the Port of Los Angeles' (POLA) Pier 400 site, which was created by hydraulically placing dredged materials contained by perimeter dikes. The close proximity of the building to the dike could result in significant vertical and lateral movements of the ground surface during a design earthquake due to lateral spreading of the dike. A dynamic, two-dimensional, finite-element analysis performed near the site indicated that the lateral spread at the ground surface could be large near the edge of the building footprint during the design seismic event. The use of shallow foundations on improved ground was not permitted as the reviewing agency for the building design, the City of Los Angeles Department of Building and Safety (LADBS), would not allow large movements of the shallow foundations or a floating mat foundation. The design team selected pile foundations and lateral pile analyses were performed to determine the bending moments and shear forces within the piles due to varying lateral spread of the liquefied hydraulic fill surrounding them. The lateral spread estimates were made using simplified Newmark analysis, and an iterative scheme developed whereby shear forces developed in the pile were used to estimate the pinning effects of the piles, which were in turn added to the residual shear strength of the hydraulic fill. The total number of piles needed to reduce the lateral spread was determined so that the maximum moment within a pile would remain within its elastic limit, as required by the LADBS. The design procedure took advantage of pile pinning effects through the use of a simple analytical approach to achieve the project goals and gain acceptance by the LADBS." @default.
- W2017324986 created "2016-06-24" @default.
- W2017324986 creator A5001416509 @default.
- W2017324986 creator A5018652963 @default.
- W2017324986 creator A5033106401 @default.
- W2017324986 creator A5045789017 @default.
- W2017324986 creator A5086070621 @default.
- W2017324986 date "2004-07-21" @default.
- W2017324986 modified "2023-10-18" @default.
- W2017324986 title "Design of Pile Foundations for Liquefaction-Induced Lateral Spread Displacements" @default.
- W2017324986 doi "https://doi.org/10.1061/40744(154)160" @default.
- W2017324986 hasPublicationYear "2004" @default.
- W2017324986 type Work @default.
- W2017324986 sameAs 2017324986 @default.
- W2017324986 citedByCount "8" @default.
- W2017324986 countsByYear W20173249862014 @default.
- W2017324986 countsByYear W20173249862017 @default.
- W2017324986 countsByYear W20173249862018 @default.
- W2017324986 countsByYear W20173249862020 @default.
- W2017324986 countsByYear W20173249862021 @default.
- W2017324986 countsByYear W20173249862022 @default.
- W2017324986 crossrefType "proceedings-article" @default.
- W2017324986 hasAuthorship W2017324986A5001416509 @default.
- W2017324986 hasAuthorship W2017324986A5018652963 @default.
- W2017324986 hasAuthorship W2017324986A5033106401 @default.
- W2017324986 hasAuthorship W2017324986A5045789017 @default.
- W2017324986 hasAuthorship W2017324986A5086070621 @default.
- W2017324986 hasConcept C119560385 @default.
- W2017324986 hasConcept C126950237 @default.
- W2017324986 hasConcept C127313418 @default.
- W2017324986 hasConcept C127413603 @default.
- W2017324986 hasConcept C135628077 @default.
- W2017324986 hasConcept C157892014 @default.
- W2017324986 hasConcept C165205528 @default.
- W2017324986 hasConcept C166957645 @default.
- W2017324986 hasConcept C17409809 @default.
- W2017324986 hasConcept C187320778 @default.
- W2017324986 hasConcept C2778358062 @default.
- W2017324986 hasConcept C2780966255 @default.
- W2017324986 hasConcept C66938386 @default.
- W2017324986 hasConcept C70673446 @default.
- W2017324986 hasConcept C83176761 @default.
- W2017324986 hasConcept C83893233 @default.
- W2017324986 hasConcept C95457728 @default.
- W2017324986 hasConceptScore W2017324986C119560385 @default.
- W2017324986 hasConceptScore W2017324986C126950237 @default.
- W2017324986 hasConceptScore W2017324986C127313418 @default.
- W2017324986 hasConceptScore W2017324986C127413603 @default.
- W2017324986 hasConceptScore W2017324986C135628077 @default.
- W2017324986 hasConceptScore W2017324986C157892014 @default.
- W2017324986 hasConceptScore W2017324986C165205528 @default.
- W2017324986 hasConceptScore W2017324986C166957645 @default.
- W2017324986 hasConceptScore W2017324986C17409809 @default.
- W2017324986 hasConceptScore W2017324986C187320778 @default.
- W2017324986 hasConceptScore W2017324986C2778358062 @default.
- W2017324986 hasConceptScore W2017324986C2780966255 @default.
- W2017324986 hasConceptScore W2017324986C66938386 @default.
- W2017324986 hasConceptScore W2017324986C70673446 @default.
- W2017324986 hasConceptScore W2017324986C83176761 @default.
- W2017324986 hasConceptScore W2017324986C83893233 @default.
- W2017324986 hasConceptScore W2017324986C95457728 @default.
- W2017324986 hasLocation W20173249861 @default.
- W2017324986 hasOpenAccess W2017324986 @default.
- W2017324986 hasPrimaryLocation W20173249861 @default.
- W2017324986 hasRelatedWork W2354420263 @default.
- W2017324986 hasRelatedWork W2359379860 @default.
- W2017324986 hasRelatedWork W2369821075 @default.
- W2017324986 hasRelatedWork W2372231889 @default.
- W2017324986 hasRelatedWork W2378485350 @default.
- W2017324986 hasRelatedWork W2392954780 @default.
- W2017324986 hasRelatedWork W3039288607 @default.
- W2017324986 hasRelatedWork W4283764296 @default.
- W2017324986 hasRelatedWork W758309531 @default.
- W2017324986 hasRelatedWork W82378684 @default.
- W2017324986 isParatext "false" @default.
- W2017324986 isRetracted "false" @default.
- W2017324986 magId "2017324986" @default.
- W2017324986 workType "article" @default.