FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2796249377> ?p ?o ?g. }

• W2796249377 abstract "Deep excavations in congested urbanized areas may have a significant impact on existing structures. Therefore, protective measures must be taken to control wall deformations and related soil movements. However, little is known about the use of a pile row as a measure to protect the environment and structures surrounding an excavation. In the present study, a pile row was modeled at the active side behind a diaphragm wall to investigate whether the pile row can serve as a protective measure. A numerical model, based on a well-documented deep excavation, was used to study the impact of placing a pile row behind a diaphragm wall on wall deformations, ground movements, and stresses. Results reveal that a pile row can reduce wall deformation, earth pressure, and soil movement. These effects were the result of the compression of the lateral soil between the piles combined with the vertical frictional resistance forces working along the pile shafts in a direction opposite to the soil movement. Furthermore, a parametric study was carried out to investigate the influence of different pile row parameters on wall deformation and ground settlement. The results of the parametric study indicate that the use of different parameters can cause a significant difference in the effectiveness of a pile row as a protective measure. According to the results, a pile row can be used as an effective controlling measure for deep excavations with diaphragm walls. Also, specific practical design recommendations can be formulated to maximize the reduction of wall deflections and ground settlements by pile rows. It is recommended that piles with great stiffness and roughness are used, such as screw piles. A pile length to excavation depth ratio of 2 and a wall-pile row distance to excavation depth ratio of 0.4–0.5 should be adopted. If possible, a small pile spacing–pile diameter ratio, of 2.5, and two pile rows, should be used." @default.
• W2796249377 created "2018-04-13" @default.
• W2796249377 creator A5048008113 @default.
• W2796249377 creator A5064317688 @default.
• W2796249377 creator A5069095040 @default.
• W2796249377 creator A5078986282 @default.
• W2796249377 creator A5079920566 @default.
• W2796249377 date "2018-06-01" @default.
• W2796249377 modified "2023-10-03" @default.
• W2796249377 title "Influence of Passively Loaded Piles on Excavation-Induced Diaphragm Wall Displacements and Ground Settlements" @default.
• W2796249377 cites W1157249438 @default.
• W2796249377 cites W1486002330 @default.
• W2796249377 cites W1820666756 @default.
• W2796249377 cites W1865806178 @default.
• W2796249377 cites W1972853725 @default.
• W2796249377 cites W1979705750 @default.
• W2796249377 cites W1982925786 @default.
• W2796249377 cites W1986962317 @default.
• W2796249377 cites W1990617522 @default.
• W2796249377 cites W1998737450 @default.
• W2796249377 cites W2002777665 @default.
• W2796249377 cites W2013012257 @default.
• W2796249377 cites W2020544967 @default.
• W2796249377 cites W2021699894 @default.
• W2796249377 cites W2030375691 @default.
• W2796249377 cites W2045924418 @default.
• W2796249377 cites W2051457614 @default.
• W2796249377 cites W2052534439 @default.
• W2796249377 cites W2064203984 @default.
• W2796249377 cites W2068628538 @default.
• W2796249377 cites W2070614753 @default.
• W2796249377 cites W2077842069 @default.
• W2796249377 cites W2079013643 @default.
• W2796249377 cites W2080731307 @default.
• W2796249377 cites W2086873406 @default.
• W2796249377 cites W2095810273 @default.
• W2796249377 cites W2102784566 @default.
• W2796249377 cites W2110507760 @default.
• W2796249377 cites W2151899420 @default.
• W2796249377 cites W2165146993 @default.
• W2796249377 cites W2176765624 @default.
• W2796249377 cites W2177201773 @default.
• W2796249377 cites W2203649962 @default.
• W2796249377 cites W2204469875 @default.
• W2796249377 cites W2314932351 @default.
• W2796249377 cites W2414347588 @default.
• W2796249377 cites W2551709069 @default.
• W2796249377 cites W2563069701 @default.
• W2796249377 cites W2571653348 @default.
• W2796249377 cites W2590285397 @default.
• W2796249377 cites W2611792903 @default.
• W2796249377 cites W2626874305 @default.
• W2796249377 cites W2742483614 @default.
• W2796249377 cites W2755869257 @default.
• W2796249377 doi "https://doi.org/10.1061/(asce)gm.1943-5622.0001126" @default.
• W2796249377 hasPublicationYear "2018" @default.
• W2796249377 type Work @default.
• W2796249377 sameAs 2796249377 @default.
• W2796249377 citedByCount "22" @default.
• W2796249377 countsByYear W27962493772018 @default.
• W2796249377 countsByYear W27962493772019 @default.
• W2796249377 countsByYear W27962493772020 @default.
• W2796249377 countsByYear W27962493772021 @default.
• W2796249377 countsByYear W27962493772022 @default.
• W2796249377 countsByYear W27962493772023 @default.
• W2796249377 crossrefType "journal-article" @default.
• W2796249377 hasAuthorship W2796249377A5048008113 @default.
• W2796249377 hasAuthorship W2796249377A5064317688 @default.
• W2796249377 hasAuthorship W2796249377A5069095040 @default.
• W2796249377 hasAuthorship W2796249377A5078986282 @default.
• W2796249377 hasAuthorship W2796249377A5079920566 @default.
• W2796249377 hasConcept C105795698 @default.
• W2796249377 hasConcept C111368507 @default.
• W2796249377 hasConcept C117251300 @default.
• W2796249377 hasConcept C119560385 @default.
• W2796249377 hasConcept C119599485 @default.
• W2796249377 hasConcept C127313418 @default.
• W2796249377 hasConcept C127413603 @default.
• W2796249377 hasConcept C136764020 @default.
• W2796249377 hasConcept C145097563 @default.
• W2796249377 hasConcept C157138929 @default.
• W2796249377 hasConcept C164292776 @default.
• W2796249377 hasConcept C187320778 @default.
• W2796249377 hasConcept C204366326 @default.
• W2796249377 hasConcept C2777063073 @default.
• W2796249377 hasConcept C2994569098 @default.
• W2796249377 hasConcept C29951281 @default.
• W2796249377 hasConcept C31858485 @default.
• W2796249377 hasConcept C33923547 @default.
• W2796249377 hasConcept C41008148 @default.
• W2796249377 hasConcept C66938386 @default.
• W2796249377 hasConceptScore W2796249377C105795698 @default.
• W2796249377 hasConceptScore W2796249377C111368507 @default.
• W2796249377 hasConceptScore W2796249377C117251300 @default.
• W2796249377 hasConceptScore W2796249377C119560385 @default.
• W2796249377 hasConceptScore W2796249377C119599485 @default.
• W2796249377 hasConceptScore W2796249377C127313418 @default.
• W2796249377 hasConceptScore W2796249377C127413603 @default.
• W2796249377 hasConceptScore W2796249377C136764020 @default.
• W2796249377 hasConceptScore W2796249377C145097563 @default.

• next