遗传算法在固结系数计算中的应用
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TU411


Genetic Algorithm for the Consolidation Coefficient Evaluation
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    摘要:

    建筑物的荷载通过基础传给地基,地基受力后将会产生应力和变形,从而导致建筑物基础产生沉降和倾斜。如果基础的沉降不均匀,将会对于建筑物的安全产生一定的影响,而影响沉降的最主要因素是饱和土体的固结系数,而固结系数的计算还以半对数法为主,人为因素影响较大,而采用遗传算法可有效消除人为因素,而取得较好的计算结果。

    Abstract:

    The deformation and stress induced by the loading of building on the foundation will cause the settlement and incline.If the foundation settlement isn't a uniform one,it will decline and affect the safety of the building.The consolidation coefficient is the main factor for the settlement of foundation.At present,the method for the consolidation coefficient such as logarithm of time and square root of time methods couldn't overcome the jamming.However the Genetic Algorithm can diminish the jamming and a precise result can be gained.

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引用本文

江刚.遗传算法在固结系数计算中的应用[J].土木与环境工程学报(中英文),2006,28(1):71-73. JIANG Gang. Genetic Algorithm for the Consolidation Coefficient Evaluation[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2006,28(1):71-73.10.11835/j. issn.1674-4764.2006.01.018

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  • 收稿日期:2005-08-10
  • 最后修改日期:2005-08-10
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