摘要
通过对兰州中川民用机场扩建工程场地黄土的震陷试验，研究探讨了该场地黄土的震陷特性，并对其震陷进行了评价和分区预测。
Based on the tests for seismic subsidence of loess in the engineering site of Lanzhou Zhongchuan airfield,the characteristics of seismic subsidence of the loessial site are discussed,Furthermore,the quantities of seismic subsidence of the site are predicted and evaluated in various parts.
出处
《甘肃科学学报》
1999年第1期6-9,共4页
Journal of Gansu Sciences
基金
中国地震局"九五"重点课题
