地下连续墙的解析及设计直到现在主要还是基于惯用的力学进行。该章是以地下连续墙为对象就其构造上特点进行考察。塌落的防止,和掌握破坏的全体样式,以对这类问题得到彻底解决来衡量,还是以初步的手段按习惯的进行处理,为了将构造体系用解析模型化处理,开始从一贯方法的基础上作为重点开发方式。将所谓这类技术作为土质工学的领域,来实现的气氛很强,早已,像地下连续墙这样,作为高度土质工学所必要探讨的领域,已经不是只限于施工单位或建筑单位来努力的呼声很高。在地下工程由于其构造物各种条件复杂,例如,随着工 The analysis and design of underground diaphragm walls have been mainly based on conventional mechanics until now. This chapter examines the structural features of underground continuous walls. The prevention of collapse, and mastering the overall style of destruction, is measured by the thorough resolution of such problems, or it is handled by a preliminary method and is treated as usual. In order to analytically process the structural system, it begins with the foundation of consistent methods. As a key development method. The so-called technology of this type is used as a field of geotechnical engineering to realize a very strong atmosphere. As the underground continuous wall has become, it is not only limited to the construction unit or construction unit to strive for a great deal of research. high. In the underground works due to the complex conditions of its structures, for example, with the