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- W2375157645 abstract "To evaluate the ultimate bearing capacity of strip footings under combined loading accurately and to estimate the relevant factors which affect the ultimate bearing capacity are very valuable in engineering practice and significant in theory.Based on limit-equilibrium theory and yielding criterion of Mohr-Coulomb,the application of the variational principle transforms the problem from its equilibrium equation format to a format of functional extremization equivalently which boundary value is undetermined.A nonlinear program,which is generated using VC++6.0,is used to achieve the function of the 2-D sliding surface and the failure envelope of strip footings under combined loading.The friction angle of soil,the cohesive force and the fluctuation of groundwater level,which affect the ultimate bearing capacity of strip footings and the failure envelop,are studied theoretically." @default.
- W2375157645 created "2016-06-24" @default.
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- W2375157645 date "2009-01-01" @default.
- W2375157645 modified "2023-09-24" @default.
- W2375157645 title "Ultimate Bearing Capcity of Strip Footings Under Combined Loading" @default.
- W2375157645 hasPublicationYear "2009" @default.
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