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本文提出了根据软粘性土的Cu值确定复合地基承载力的方法和计算程序。并以工程实例对其可靠性进行了检验,结果表明:采用该法所确定的[R]值与用大型复合地基载荷试验成果所确定的[R]值极为接近。
This paper presents a method and a calculation procedure for determining the bearing capacity of composite foundation based on the Cu value of soft clay. The reliability of the project was verified by engineering examples. The results show that the [R] value determined by this method is very close to the [R] value determined by the test results of large-scale composite ground loads.