An Attempt to Design the Anchored Bulkhead Masonry Retaining Wall with the Method of Assort with Deformation
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摘要: 将破裂面以外的土体视为具有随深度成正比增长的地基系数的弹性介质,采用变形协调法,求出给定安全系数条件下墙体和锚板的变位及拉筋的拉力,将墙体的抗倾、抗滑验算转化为对拉筋的抗拉强度验算。Abstract: The natural subsoil exclusive of fracture surface is regard as a elastomer of coefficient of subsoil increasing by depth, with method of assort with deformation,when safety factor is known,working out the tensile force of tendon draw and the displacement of wall and anchored. In essence, checking computation intensity of tendon draw instead of stability of wall.
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Key words:
- retaining wall /
- anchored framework /
- assort with deformation /
- stability
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