发明名称 ORGANIC SOFT GROUND STRENGTHENING FORMATION AND GROUND STRENGTHENING WORK METHOD UTILIZING THIS FORMATION
摘要 PURPOSE:To prevent a liquidization phenomenon and improve the qualities of anti-earthquake and constructability and realize cost reduction by putting a formation obtained by mixing at a specific weight ratio cement, sand, bentonite and water into the organic soft ground such as peat, humus, viscous soil of a humus nature, clay mixed with organism. CONSTITUTION:A strengthening formation is obtained by mixing cement: sand: bentonite: water at the weight ratio of 1.0:2.0-8.0:0.2-1.5:0.5-3.0. When this strengthening formation is put into a predetermined place at the organic soft ground such as peat, humus, humus nature viscous soil, organism mixed clay having a thickness of H', the injected liquid flows in an arrow direction. Each time, as pressure tightness, dehydration and drainage are repeated, the intensity of the ground necessary for a ground improvement object range H is obtained.
申请公布号 JPH04363413(A) 申请公布日期 1992.12.16
申请号 JP19910228716 申请日期 1991.08.14
申请人 TAKAO ENTERP:KK 发明人 TAKAHASHI YUICHIRO
分类号 C09K17/00;C09K17/02;C09K17/10;C09K17/32;C09K103/00;E02D3/12 主分类号 C09K17/00
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