{"id":31073,"date":"2026-06-05T11:24:33","date_gmt":"2026-06-05T09:24:33","guid":{"rendered":"https:\/\/www.hbm.hu\/?page_id=31073"},"modified":"2026-06-05T11:24:33","modified_gmt":"2026-06-05T09:24:33","slug":"diagraphm-wall-and-slurry-wall","status":"publish","type":"page","link":"https:\/\/www.hbm.hu\/en\/diagraphm-wall-and-slurry-wall\/","title":{"rendered":"Diagraphm wall and slurry wall"},"content":{"rendered":"

Diagraphm wall and slurry wall<\/span><\/b><\/p>\n<\/div><\/div><\/div>

Application:<\/p>\n

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  • quasi\u2011watertight retaining walls for deep excavations<\/strong>, such as multi\u2011level underground car parks or deep road underpasses<\/span><\/li>\n
  • high resistance deep foundation elements (so-called barrettes)<\/strong><\/li>\n
  • cut-off walls to limit groundwater flow<\/strong> under leveesor contaminated site containment<\/span><\/li>\n<\/ul>\n

    The principle of the technology is the excavation of a trench a <\/span>mechanical or hydraulic grab<\/strong>. During excavation, <\/span>the soil around the trench is supported by bentonite or polymer slurry<\/strong>. In case of <\/span>reinforced concrete diaphragm walls<\/strong>, once the trench is fully excavated, <\/span>the steel reinforcement cage is installed<\/strong>, followed by <\/span>concreting of the trench<\/strong>. For <\/span>self\u2011hardening slurry walls<\/strong>, the supporting slurry <\/span>hardens due to the added binder<\/strong>, forming <\/span>a low\u2011strength wall structure<\/strong>.<\/span><\/p>\n<\/div><\/div><\/div>

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