Bearing capacity and deformation of the base of deep foundations’ ground bases

机译：深层地基的承载力和变形

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Article shows results of experimental studies of strength of ground bases models of deep foundationsrnwhile single phase short termstatic loading. Survey notes about development of deflected mode in differentrnzones of ground massif, surrounding model of deep foundation are attained.

机译：文章显示了在单相短期静态荷载作用下深基础的地基模型强度的实验研究结果。关于地块不同区域挠曲模式发展的调查说明，获得了深基坑周围模型。

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《Geotechnical aspects of underground construction in soft ground》|2014年|401-404|共4页
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Ilizar T. Mirsayapov; Irina V. Koroleva;
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Kazan State University of Architecture and Engeneering, Kazan, Russian Federation;

Kazan State University of Architecture and Engeneering, Kazan, Russian Federation;

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正文语种 eng
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1. Bearing capacity analysis of a ground by finite element method: a proposal of an evaluation method of bearing capacity of ground using the consolidation deformation analysis method and an application to undrained bearing capacity analyses [J] . HIGASHI Takahiro, TAKAYAMA Masateru 農業土木学会論文集 . 1998,第4期

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2. Bearing capacity analysis of a ground by finite element method: a proposal of an evaluation method of bearing capacity of ground using the consolidation deformation analysis method and an application to undrained bearing capacity analyses [J] . HIGASHI Takahiro, TAKAYAMA Masateru 農業土木学会論文集 . 1998,第4期

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4. Bearing capacity and deformation of the base of deep foundations' ground bases [C] . Ilizar T. Mirsayapov, Irina V. Koroleva International symposium on geotechnical aspects of underground construction in soft ground . 2014

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Bearing capacity and deformation of the base of deep foundations’ ground bases

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