000 | a | ||
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999 |
_c18531 _d18531 |
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003 | OSt | ||
005 | 20221230164013.0 | ||
008 | 221230b xxu||||| |||| 00| 0 eng d | ||
040 |
_aAIKTC-KRRC _cAIKTC-KRRC |
||
100 |
_919490 _aKorulla, Minimol |
||
245 | _aNumerical modelling of reinforced soil structures through live projects | ||
250 | _aVol.52(5), Oct | ||
260 |
_aUSA _bSpringer _c2022 |
||
300 | _a1171-1181p. | ||
520 | _aNumerical modelling is a widely applied technique to study the performance and behavior of various civil engineering structures under various loading conditions. It is particularly advantageous in the case of a typical situation involving complex geometry, uncommon fill materials, very poor ground conditions, extreme environmental loadings, etc. However, the analysis involves certain steps to be followed. This paper summarizes the review of existing design and analysis of reinforced soil structures, numerical modelling requirements for deformation analysis, and illustrations of numerical methods through various live projects. It should be noted that the realistic results from the numerical methods are highly dependent on both correct modelling procedure and close attention to the appropriate input parameters. | ||
650 | 0 |
_94621 _aCivil Engineering |
|
700 |
_919492 _aPadmaja, G. |
||
773 | 0 |
_tIndian geotechnical journal _dSwitzerland Springer _x 0971-9555 |
|
856 |
_uhttps://link.springer.com/article/10.1007/s40098-022-00606-2 _yClick here |
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942 |
_2ddc _cAR |