土压力变化是土与挡土结构之间相互作用的结果，土压力的大小与分布模式同围护结构变形量和变形方式有关。
Change of soil pressure is the result of interaction between soil and retaining structure. Soil pressure level and distribution model are related to retaining structure deformation.
重力式挡土结构的抗震研究涉及地震土压力、墙身强度抗震验算和地震稳定性等方面。
The aseismic research about gravity retaining structures deals with seismic soil pressure, seismic wall strength checking and seismic stability.
以株六复线桩板墙凹槽型挡土板为例，阐述了翻转模板的设计、制造情况，并对模板的经济技术作了详细分析。
For the example of sheet pile wall fillistered retaining plank, the paper discussed the design, manufacturing of turnover forms, also analysed for the economical technology of forms.
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