Matches in SemOpenAlex for { <https://semopenalex.org/work/W2137808150> ?p ?o ?g. }
Showing items 1 to 76 of
76
with 100 items per page.
- W2137808150 abstract "Long sheet pile walls are constructed in the cities as an integrated part of deep excavations for e.g. parking lots, pumping stations, reservoirs, and cut and cover tunnels. To minimise costs, the strength of the soil needs to be determined in the best possible way. The drained strength of clay expressed by c′ and φ ′ is often estimated as c10% = 10% ·cu, and found by estimations based on the soil describtion, respectively. However, due to possible slicken slides and tension cracks, c′ = 0 is used on the back side of the sheet pile wall. This reduces the strength significantly. A parametric study is made on the effective cohesion to investigate the influence of c′ when designing sheet pile walls. Aalborg Clay is used as a case material. The parametric study is made in both a commercial finite element program and by use of Brinch Hansen’s earth pressure theory. In both studies, the analyses are made based on soil pressures only. The finite element analyses show that the safety factors increase with increasing cohesion. The safety factor is defined as the ratio of the surface load applied on the back side to the surface load applied at failure. Brinch Hansen’s earth pressure theory indicates that the height, anchor force, and the maximum bending moment in the wall can be lowered significantly when the effective cohesion is increased above zero. However, as the cohesion increases, the drop in the moment levels off, which implies that the benefit obtained from investigations increasing the cohesion more than c10% is small." @default.
- W2137808150 created "2016-06-24" @default.
- W2137808150 creator A5001309922 @default.
- W2137808150 creator A5005134461 @default.
- W2137808150 creator A5017421392 @default.
- W2137808150 date "2010-01-01" @default.
- W2137808150 modified "2023-09-23" @default.
- W2137808150 title "Investigation on the Effect of Drained Strength when Designing Sheet Pile Walls" @default.
- W2137808150 cites W1696843498 @default.
- W2137808150 hasPublicationYear "2010" @default.
- W2137808150 type Work @default.
- W2137808150 sameAs 2137808150 @default.
- W2137808150 citedByCount "2" @default.
- W2137808150 crossrefType "journal-article" @default.
- W2137808150 hasAuthorship W2137808150A5001309922 @default.
- W2137808150 hasAuthorship W2137808150A5005134461 @default.
- W2137808150 hasAuthorship W2137808150A5017421392 @default.
- W2137808150 hasConcept C104054115 @default.
- W2137808150 hasConcept C105795698 @default.
- W2137808150 hasConcept C117251300 @default.
- W2137808150 hasConcept C119560385 @default.
- W2137808150 hasConcept C127313418 @default.
- W2137808150 hasConcept C127413603 @default.
- W2137808150 hasConcept C135628077 @default.
- W2137808150 hasConcept C178790620 @default.
- W2137808150 hasConcept C185592680 @default.
- W2137808150 hasConcept C187320778 @default.
- W2137808150 hasConcept C2778702308 @default.
- W2137808150 hasConcept C2991833606 @default.
- W2137808150 hasConcept C29951281 @default.
- W2137808150 hasConcept C33923547 @default.
- W2137808150 hasConcept C66938386 @default.
- W2137808150 hasConcept C70673446 @default.
- W2137808150 hasConceptScore W2137808150C104054115 @default.
- W2137808150 hasConceptScore W2137808150C105795698 @default.
- W2137808150 hasConceptScore W2137808150C117251300 @default.
- W2137808150 hasConceptScore W2137808150C119560385 @default.
- W2137808150 hasConceptScore W2137808150C127313418 @default.
- W2137808150 hasConceptScore W2137808150C127413603 @default.
- W2137808150 hasConceptScore W2137808150C135628077 @default.
- W2137808150 hasConceptScore W2137808150C178790620 @default.
- W2137808150 hasConceptScore W2137808150C185592680 @default.
- W2137808150 hasConceptScore W2137808150C187320778 @default.
- W2137808150 hasConceptScore W2137808150C2778702308 @default.
- W2137808150 hasConceptScore W2137808150C2991833606 @default.
- W2137808150 hasConceptScore W2137808150C29951281 @default.
- W2137808150 hasConceptScore W2137808150C33923547 @default.
- W2137808150 hasConceptScore W2137808150C66938386 @default.
- W2137808150 hasConceptScore W2137808150C70673446 @default.
- W2137808150 hasLocation W21378081501 @default.
- W2137808150 hasOpenAccess W2137808150 @default.
- W2137808150 hasPrimaryLocation W21378081501 @default.
- W2137808150 hasRelatedWork W2182839261 @default.
- W2137808150 hasRelatedWork W2314795640 @default.
- W2137808150 hasRelatedWork W2358777395 @default.
- W2137808150 hasRelatedWork W2364097327 @default.
- W2137808150 hasRelatedWork W2789793805 @default.
- W2137808150 hasRelatedWork W2811317646 @default.
- W2137808150 hasRelatedWork W2883100517 @default.
- W2137808150 hasRelatedWork W2917898982 @default.
- W2137808150 hasRelatedWork W2919859438 @default.
- W2137808150 hasRelatedWork W2942532405 @default.
- W2137808150 hasRelatedWork W2969736790 @default.
- W2137808150 hasRelatedWork W2978360085 @default.
- W2137808150 hasRelatedWork W3004381660 @default.
- W2137808150 hasRelatedWork W3015771602 @default.
- W2137808150 hasRelatedWork W3128530393 @default.
- W2137808150 hasRelatedWork W3141233451 @default.
- W2137808150 hasRelatedWork W3202710495 @default.
- W2137808150 hasRelatedWork W3206804054 @default.
- W2137808150 hasRelatedWork W2953214473 @default.
- W2137808150 hasRelatedWork W3102539959 @default.
- W2137808150 isParatext "false" @default.
- W2137808150 isRetracted "false" @default.
- W2137808150 magId "2137808150" @default.
- W2137808150 workType "article" @default.