干振碎石桩加固技术是十分有效的地基处理方法，但很少用于处理未完成自重固结过程的新近填土。
Consolidation technology of dry vibro stone piles is a very efficient method for foundation treatment, but it was seldom used in the treatment of newly filled earth.
该工程由于坝体填土的干容重偏低，故十分担心其安全问题。
The low volume-weight of the embankment dam is an factor of unsafety of Andi Reservoir Project.
得出干于最优含水量填土的抗拉强度高，极限变形也大，加荷速率对饱和土的抗拉强度没有什么影响。
The conclusions are as follows: When the Water content of filling soil is lower than the optimal one, the tensile strength is greater and the limiting deformation is larger.
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