摘要:Technological reliability is defined as the property of geotechnical structures to maintain the safety of the state and design and processing characteristics of the stability of the base and stability when changing development pressure during construction. The optimal technological mode should be completed as a steered step-by-step control process and properties amplification of soil characteristics by means of vibrodynamic loads. The management procedure of technological processes for the directed hardening of durability of earth roadbed on the weak bases is stated. The reasonable necessity of monitoring and forecasting the strain-stress distribution of soils in the construction period is rationalized.