The result obtained in a clay foundation treatment with powder deep mixing method is reported. The improvement of the bearing capacity and the modulus of deformation by such a method is discussed.
本文指出某粘土地基经粉喷桩加固后取得的效果，并提供该地基经处理后，承载力、变形模量得到提高的数据。
The result obtained in a clay foundation treatment with powder deep mixing method is reported. The improvement of the bearing capacity and the modulus of deformation by such a method is discussed.
本文指出某粘土地基经粉喷桩加固后取得的效果，并提供该地基经处理后，承载力、变形模量得到提高的数据。
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