Behaviour of many row pile landslide protection structure under deep shear

摘要

Results of investigation of pile many row landslide protection structures are shown. Experimental investigations of the behaviour of many row landslide protection structures are carried out on models in trays with the sandy soil under the lateral landslide soil pressure. Based on results of the experimental investigations, the design scheme is improved and the method of analysis of many row pile landslide protection structure is worked out.