| 摘要 |
FIELD: construction engineering, possible use for researching properties of soils of man-made base, including bases made by injecting hardening solution into soil. ^ SUBSTANCE: method includes probing soil monoliths after reinforcement. Samples are additionally taken along height in reinforcement section and outside it by driving a bore pit, coefficient of type and status of soil alpha is determined respectively for porosity coefficient and deformation module, and then values of deformation module and porosity coefficient are determined for soil monolith, while the latter two are determined from mathematical expression. ^ EFFECT: increased efficiency of control over quality of reinforced soil monoliths with possible measuring of values of their characteristics and comparison to appropriate values prior to performing operations. ^ 1 ex, 2 dwg |
