引文
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.2交通部一航局设计院科研队.唐山丰南地震对天津新港码头岸坡的影响.港工技术通讯.1977(3).
3邓重健.高桩码头的抗震设计.港口工程, 1987(3).
4石兆吉. 液化危害性分析.地震工程与工程振动,1988(1)
5张志绪.地震引起的土体永久变形. 围外地震工程,1985(2).
6 Earthquake Induced Deformations of Earth Dams, EERC76--4Univesity of Califonia.
7 Y. ozawa. A computer program for analysis of static stressesand movements in embankments. TE-73-4 Vmvesity of Cal-ifornia Berkeley, 1973.
8 I. m. idriss. QUAN-4A computer program for evalusting theseismic response of soil structures by vaniable damping fenite el-ement procedures. EERC 73-16 Univesity of California Berkely, 1973.