| 摘要 |
construction engineering and mining; applicable in consolidation of slopes formed by unstable grounds. SUBSTANCE: method includes driving into ground through landslide boundary of steel electrodes with formation of pile round electrodes. Novelty consists in that stable ground, landslide boundary and layer of unstable ground are punctured by pipe accommodating at least one rope and one additional pipe. Rope and additional pipe external ends on side of landslide slope are secured. Pipe of large diameter is withdrawn from ground, injection material is injected into additional pipe, and simultaneously, additional pipe is withdrawn from ground with formation of pile round rope. EFFECT: increased consolidation of slope and efficiency of cohesion of surface layers of landslide ground with underlaying layers at any angles of introduction of electrodes into ground. 3 deg, 5 dwg |
