An equation to calculate concrete diaphragm walls bending moment is deduced based on the crack control limit value.
推导了由裂缝控制限值反算地下连续墙弯矩的计算方法。
For deep and pervious soil foundation under earth-rockfill dam, a concrete diaphragm wall must be provided to control seepage.
建造在透水的深覆盖层上的土石坝，坝基常设有混凝土防渗墙，如何正确地确定防渗墙的应力是坝工设计的难点。
The retaining and protection structure for this deep excavation was concrete diaphragm wall supported by plane concrete frame inside.
深基坑支护结构为外部钢筋混凝土地下连续墙，内部设多道钢筋混凝土水平框架内支撑。
Grabbed thin plastic concrete diaphragm wall (abbreviated as GTDW hereinafter) is a new technology of vertical anti-seepage developed for levee strengthening of the Changjiang river.
薄型抓斗塑性混凝土防渗墙技术是为适应长江堤防治理而开发的防渗新技术。
This article also analyses in detail that various calculation conditions and influence of change of the parameters of fill materials on horizontal displacement of the concrete diaphragm wall.
本文对各种计算情况、填料参数的变化对混凝土防渗墙变位的影响进行了详细的对比分析研究。
A steel structural frame and reinforced concrete walls are bound together by a thin rigid shell, acting as a seismic diaphragm, forming the composite structural system of the chapel.
钢铁结构的框架和钢筋混凝土墙，通过一个薄薄的刚性外壳结合在一起，作为一个抗震隔膜，形成了教堂的复合结构系统。
Such rigid concrete to be used as diaphragm wall material has a good adaptability to the deformation of surrounding media.
这种刚性混凝土作防渗墙墙体材料对周围介质的变形有较好的适应能力。
The span between two such diaphragm walls can easily be bridged with precast reinforced concrete beams or a cast in-site reinforced concrete slab to complete the main shell of the tunnel.
使用预制钢筋混凝土梁或者现浇钢筋混凝土板会很容易将两侧地下连续墙的跨度空间连接起来，从而完成隧道的主壳。
The tie in segment of the diaphragm wall is connected using pre reinforced concrete pile. The foundation strata of two shield well is also reinforced by deep mixing piles in order to seal water.
地下连续墙接头采用预制钢筋砼接头桩连接止水，两端头井辅以深层搅拌桩加固地基。
The tie in segment of the diaphragm wall is connected using pre reinforced concrete pile. The foundation strata of two shield well is also reinforced by deep mixing piles in order to seal water.
地下连续墙接头采用预制钢筋砼接头桩连接止水，两端头井辅以深层搅拌桩加固地基。
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