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(七)竖向荷载下的容许承载力日本《竹中式地下连续墙(TBW 工法)设计指南》规定,承受竖向荷载的地下连续墙要能以安全地承受上部结构所传来的荷载,并不产生有害的沉降和倾斜,其与主要结构构件的连接(结构接头)也都必须保证能可靠地将竖向荷载传递到墙体上去;地下连续墙的底端必须插入良好地层内1米以上,如果在良好地层的下面有欠压密或正常压密粘
(7) Permissible bearing capacity under vertical load Japan’s “Design Guidelines for the Bamboo-Chinese Underground Diaphragm Wall (TBW Method)” stipulates that the underground continuous wall subjected to vertical loads shall be able to safely withstand the loads transmitted from the superstructure, and It does not produce harmful settlement and tilt, and its connection with the main structural members (structural joints) must also ensure that the vertical load can be reliably transmitted to the wall; the bottom of the underground continuous wall must be inserted into a good formation more than 1 meter. If there is under-compact or normal-compact adhesion under a good formation