| 摘要 |
1. Method of making building foundations, in particular on non-uniform weak and compressible ground, with compensatory cushions, a compensatory mat and ballast columns, characterized in that on the bottom of the trench, whose depth is preferably 0.5m greater than the foundation level, a compensatory cushion (3) is made, preferably from earth selected so that its grain-size distribution and consolidation are appropriate for the cohesiveness of the earth in the trench (1), with a thickness dependent on the size and type of load and the ground-water conditions, and a foundation (4) is made on this cushion using a known method.<IMAGE>
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