Engineering properties of this new type of fill material are discussed on the basis of laboratory modeling , field measurement and results of testing , thus laying a solid foundation for application of cement solidified soil in the core structure of cofferdams 根据室内成型试验、现场监测与检测结果探讨了水泥固化土新材料的工程特性等，为水泥固化土新材料在围埝堤心结构中应用打下了坚实的基础。
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The article studied the use of rice light planting technique in two villages and towns ( dingnian , gaonan ) of jiangsu province nantong rugao , by participate method in rural improvement , through field research and statistic analysis . investigated influencing factors of peasants used new techniques under the condition of dress warmly and ear one ' s fill ; have relatively comfortable life ; have part - time job in general and foodstuff produce only as one of the sideline produce , old people and women give priority of farm labor power in economically advanced areas . search for the methods to popularizing agriculture techniques , which adapt to the economical improvement of advanced areas 本文运用参与式农村发展研究方法，通过实地调研和统计分析，重点研究江苏省南通市如皋两乡镇(丁埝、皋南) 60户农户水稻轻型栽培技术采用情况，分析经济发达地区农民在已解决温饱、生活步入小康、农户普遍兼业、粮食生产只是作为一项副业生产用来满足自给性消费，务农劳力以老人和妇女为主的情况下，农户利用新技术的影响因素，探索适应发达地区经济社会发展的农业技术推广方法。
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The comparison of the fem result of offshore cofferdams built with solidified soil in geoforms with the field measured results and its subsequent analysis showed that an elastic non - linear model can very well simulate the characteristics of stressed deformation of soil under the cofferdams and the finite element method ( fem ) can be used to analyze and calculate the tendency of deformation and stress development of soil mass under the cofferdams 摘要通过对模袋固化土海上围埝有限元计算结果与现场实测结果的对比分析，说明用弹性非线性模型能够较好地模拟围埝下土体的受力变形特性，可以采用有限元分析的方法计算围埝下土体的变形和应力发展趋势。
