RESEARCH OF REINFORCED SOIL COMPRESSIBILITY BY PRESSIOMETRY TEST

The work is devoted to estimation of reinforced soil in the field conditions by the way of pressiometrick. Formed the pressiometrick investigation decryption of reinforced basics witсh are manufactured by the help of drilling-mixing technology. Evaluation method of reinforced basics with help of pressiometrick investigation is based on that position on compressible thickness in boundary limits (stamp) by the way of that boundary and compressible obstacles resistance of soil compression increase. Method of checking is made on the real building area in six times repeating. Based on static analysis are received calculations values of total deformation that are compared with stamp trials results and laboratory data.