《岩土工程学报》2 0 0 1年第 5期刊登了“软土地基超长嵌岩桩的受力性状”一文 (以下简称原文 ) ,现提出以下几点与原文讨论。 (1)原文以最大加载值为极限承载力 ,原文图 1(ａ)Ｑ -Ｓ曲线以及表 4～ 7,均未到极限承载力 (笔者确定 ,或按 94“桩基规范”Ｃ .Ｏ .10 .2条 )。浙 Chinese Journal of Geotechnical Engineering, 2001, No. 5 Published a text (hereinafter referred to as the original text) on the stress behavior of the ultra-long rock-socketed pile on soft soil foundation. The following points are discussed with the original text. (1) The maximum loading value for the original bearing capacity, the original Figure 1 (a) Q -S curve and Table 4 to 7, were not to the ultimate bearing capacity (I determine, or according to “94” .10.2). Zhejiang