The thesis analyzes new loess collapsibility coefficient valuing issue,explores collapsible loose foundation treatment technology,mainly studies the inconformity of in-situ measurement value and indoor testing calculation value of self-weight collapsible amount in collapsible loose field,and finally draws some meaningful conclusions.%分析了新近堆积黄土湿陷系数的取值问题,探讨了湿陷性黄土的地基处理技术,着重对湿陷性黄土场地中自重湿陷量的现场实测值与室内试验计算值不一致的问题作了研究,最终得出了一些有意义的结论。
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