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吸力对非饱和土地基极限承载力的影响

Effect of suction on ultimate bearing capacity of foundation on unsaturated soils

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【作者】 赵少飞;

【Author】 Zhao Shaofei

【机构】 山东矿业学院;

【摘要】 在计算非饱和土地基极限荷载时,考虑其中存在着负的孔隙压力即吸力,由此得到非饱和土地基极限承载力的计算公式。通过一个计算实例说明吸力对非饱和土地基极限承载力影响显著。在实际工程设计时,应根据地基实际情况考虑这种影响。

【Abstract】 When calculating the ultimate load of foundation on unsaturated soils, it is considered that there is the negative pore pressure,that is the suction, and a calculating formula of the ultimate bearing capacity on unsaturated soils was derived from this. The remarkable effect of suction on ultimate bearing capacity was shown by a calculation example,and this effect should be taken into account in accordance with the actual foundation condition for practical engineering design.

  • 【文献出处】 冶金矿山设计与建设 ,METAL MINE DESIGN & CONSTRUCTION , 编辑部邮箱 ,1998年05期
  • 【分类号】TU44
  • 【被引频次】3
  • 【下载频次】81
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