Modern approach to numerical modelling of anchored protective structures

[摘要] A modern approach to numerical modelling of anchored protective structures is presented in the paper, and an overview is given of experience gained in the use of the Plaxis 2D computer program, and soil model with isotropic strengthening. Basic properties

[学科分类] 建筑学

[关键词] anchored protective structure;stress;foundation pit;soil parameters;HSs model;numerical modelling