Volume 10 Issue 1
Aug.  2021
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 1996  >  10(1): 33-36

  • Available Online: 2021-08-03
    Abstract
  • On the based of loading test results of piles, soils and cement-lime-soil-column foundation, the coefficient of bearing capacity K1 and K2, which used in the calculation formula of bearing capacity was got firstly. The calculation formula of CLSC foundation was discussed in this paper.

     

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    通讯作者: 陈斌, bchen63@163.com
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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