FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W1994869968> ?p ?o ?g. }

• W1994869968 endingPage "56" @default.
• W1994869968 startingPage "46" @default.
• W1994869968 abstract "Abstract Conventional calculations of static and seismic active earth pressures of soils on a retaining wall are formulated assuming the soils obeying a linear Mohr–Coulomb yield criterion. However, experimental evidences show that the strength envelopes of almost all geomaterials are nonlinear in nature over a wide range of normal stresses. In this paper, the strength envelope of the backfill behind a retaining wall is considered to follow a nonlinear yield criterion. A simple method is proposed for calculating the static and seismic active earth pressures acting against a retaining wall using a nonlinear yield criterion. This method is based on the upper bound theorem of limit analysis. Both translational and rotational fracture surfaces are employed in the formulation for calculating active earth pressures. Quasi-static representation of earthquake effects using a seismic coefficient concept is adopted for seismic active earth pressure calculations. Instead of using directly the actual nonlinear yield criterion, a linear Mohr–Coulomb yield criterion, which is tangential to the nonlinear yield criterion, is used to formulate the active earth pressure problem as a classical nonlinear programming problem. A nonlinear sequential quadratic programming algorithm is used to search for the maximum solution. In order to assess the validity of the proposed method, values of active earth pressures for different values of seismic coefficients and nonlinear parameters in the yield criterion are calculated and compared with solutions obtained using an extended Rankine’s active earth pressure theory. For the case of static active earth pressure, the upper bound solutions using the present method with a translational fracture surface are equal to the extended Rankine’s theoretical solutions and are slightly smaller than those obtained using the present method with a rotational fracture surface. For the case of seismic active earth pressure, numerical results obtained using the present method with a rotational fracture surface is very close to the extended Rankine’s theoretical solutions. A study is conducted to investigate the effects of the parameters in the nonlinear yield criterion on the active earth pressures." @default.
• W1994869968 created "2016-06-24" @default.
• W1994869968 creator A5031224885 @default.
• W1994869968 date "2007-02-01" @default.
• W1994869968 modified "2023-09-25" @default.
• W1994869968 title "Upper bound limit analysis of active earth pressure with different fracture surface and nonlinear yield criterion" @default.
• W1994869968 cites W1965233191 @default.
• W1994869968 cites W1988849501 @default.
• W1994869968 cites W1992401812 @default.
• W1994869968 cites W1995774015 @default.
• W1994869968 cites W1998887324 @default.
• W1994869968 cites W2009510581 @default.
• W1994869968 cites W2020664656 @default.
• W1994869968 cites W2023880102 @default.
• W1994869968 cites W2037502018 @default.
• W1994869968 cites W2046069713 @default.
• W1994869968 cites W2048628678 @default.
• W1994869968 cites W2058437245 @default.
• W1994869968 cites W2058953600 @default.
• W1994869968 cites W2059062401 @default.
• W1994869968 cites W2078757799 @default.
• W1994869968 cites W2090218052 @default.
• W1994869968 cites W2128542035 @default.
• W1994869968 cites W2145608175 @default.
• W1994869968 cites W2159965771 @default.
• W1994869968 cites W2167080485 @default.
• W1994869968 doi "https://doi.org/10.1016/j.tafmec.2006.10.003" @default.
• W1994869968 hasPublicationYear "2007" @default.
• W1994869968 type Work @default.
• W1994869968 sameAs 1994869968 @default.
• W1994869968 citedByCount "57" @default.
• W1994869968 countsByYear W19948699682012 @default.
• W1994869968 countsByYear W19948699682013 @default.
• W1994869968 countsByYear W19948699682014 @default.
• W1994869968 countsByYear W19948699682015 @default.
• W1994869968 countsByYear W19948699682016 @default.
• W1994869968 countsByYear W19948699682017 @default.
• W1994869968 countsByYear W19948699682018 @default.
• W1994869968 countsByYear W19948699682019 @default.
• W1994869968 countsByYear W19948699682020 @default.
• W1994869968 countsByYear W19948699682021 @default.
• W1994869968 countsByYear W19948699682022 @default.
• W1994869968 countsByYear W19948699682023 @default.
• W1994869968 crossrefType "journal-article" @default.
• W1994869968 hasAuthorship W1994869968A5031224885 @default.
• W1994869968 hasConcept C121332964 @default.
• W1994869968 hasConcept C127313418 @default.
• W1994869968 hasConcept C127413603 @default.
• W1994869968 hasConcept C134121241 @default.
• W1994869968 hasConcept C134306372 @default.
• W1994869968 hasConcept C135628077 @default.
• W1994869968 hasConcept C151201525 @default.
• W1994869968 hasConcept C158622935 @default.
• W1994869968 hasConcept C159985019 @default.
• W1994869968 hasConcept C187320778 @default.
• W1994869968 hasConcept C192562407 @default.
• W1994869968 hasConcept C202973686 @default.
• W1994869968 hasConcept C2524010 @default.
• W1994869968 hasConcept C2776799497 @default.
• W1994869968 hasConcept C2779100365 @default.
• W1994869968 hasConcept C33923547 @default.
• W1994869968 hasConcept C43369102 @default.
• W1994869968 hasConcept C49932977 @default.
• W1994869968 hasConcept C62520636 @default.
• W1994869968 hasConcept C66938386 @default.
• W1994869968 hasConcept C77553402 @default.
• W1994869968 hasConceptScore W1994869968C121332964 @default.
• W1994869968 hasConceptScore W1994869968C127313418 @default.
• W1994869968 hasConceptScore W1994869968C127413603 @default.
• W1994869968 hasConceptScore W1994869968C134121241 @default.
• W1994869968 hasConceptScore W1994869968C134306372 @default.
• W1994869968 hasConceptScore W1994869968C135628077 @default.
• W1994869968 hasConceptScore W1994869968C151201525 @default.
• W1994869968 hasConceptScore W1994869968C158622935 @default.
• W1994869968 hasConceptScore W1994869968C159985019 @default.
• W1994869968 hasConceptScore W1994869968C187320778 @default.
• W1994869968 hasConceptScore W1994869968C192562407 @default.
• W1994869968 hasConceptScore W1994869968C202973686 @default.
• W1994869968 hasConceptScore W1994869968C2524010 @default.
• W1994869968 hasConceptScore W1994869968C2776799497 @default.
• W1994869968 hasConceptScore W1994869968C2779100365 @default.
• W1994869968 hasConceptScore W1994869968C33923547 @default.
• W1994869968 hasConceptScore W1994869968C43369102 @default.
• W1994869968 hasConceptScore W1994869968C49932977 @default.
• W1994869968 hasConceptScore W1994869968C62520636 @default.
• W1994869968 hasConceptScore W1994869968C66938386 @default.
• W1994869968 hasConceptScore W1994869968C77553402 @default.
• W1994869968 hasIssue "1" @default.
• W1994869968 hasLocation W19948699681 @default.
• W1994869968 hasOpenAccess W1994869968 @default.
• W1994869968 hasPrimaryLocation W19948699681 @default.
• W1994869968 hasRelatedWork W1966364699 @default.
• W1994869968 hasRelatedWork W2000631746 @default.
• W1994869968 hasRelatedWork W2005364849 @default.
• W1994869968 hasRelatedWork W2039075575 @default.
• W1994869968 hasRelatedWork W2050677138 @default.
• W1994869968 hasRelatedWork W2102274495 @default.
• W1994869968 hasRelatedWork W2348403589 @default.

• next