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- W1569293624 abstract "The results of computer simulations of bulging failures in dry-stone walls based on a distinct element code are presented. The computer model is calibrated against the results obtained from tests conducted on a series of large-scale model walls. This work was undertaken as part of a research project to investigate the structural stability of dry-stone walls at Great Zimbabwe. The physical models were designed to test the hypothesis that bulging failure in Zimbabwe style walls is induced by settlement of core material. The form of the physical model tests is briefly described. The general background to the distinct element code as embodied in the UDEC software used in the simulation is given. The results of the computer simulations of walls on rigid and deformable bases are presented and compared with those obtained for the physical models. The influence of block size, void position and material properties are considered. The effect of complete or partial through-stones in controlling bulging deformations is presented and the behaviour of retaining walls is discussed." @default.
- W1569293624 created "2016-06-24" @default.
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- W1569293624 date "1996-01-01" @default.
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- W1569293624 title "Use of distinct element model to simulate behaviour of dry-stone walls" @default.
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- W1569293624 doi "https://doi.org/10.1016/0952-5807(95)00059-3" @default.
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