Research on deformed slope parameters inversion based on equivalent conversion of soil pressure and application | Zendy

Shengjie Di | Zendy; Heng Zhou | Zendy; Ying Zhang | Zendy; Peng Huang | Zendy

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Research on deformed slope parameters inversion based on equivalent conversion of soil pressure and application

Author(s) -

Shengjie Di,

Heng Zhou,

Ying Zhang,

Peng Huang

Publication year - 2019

Publication title -

iop conference series earth and environmental science

Language(s) - English

Resource type - Journals

eISSN - 1755-1307

pISSN - 1755-1315

DOI - 10.1088/1755-1315/330/2/022112

Subject(s) - overburden , inversion (geology) , geotechnical engineering , inverse , geology , stability (learning theory) , deformation (meteorology) , computer science , geometry , mathematics , geomorphology , oceanography , structural basin , machine learning

In this paper, a structural surface parameter inversion method for equivalent conversion of soil pressure is proposed. It can avoid the adverse effects of low overburden parameters, most dangerous sliding surface and relatively concentrated deformation limited to the overburden location. On this basis, we obtain the real inverse shear strength parameters of the deformation control structural surface. It can provide a reliable basis for evaluating the whole stability and protecting design of deformed slope. This paper analyzes and compares two kinds of supporting schemes for the deformed slope. The stability meets the requirements. In the actual situation, the design schemes can be selected according to the execution conditions, excavation and support sequence, and economic conditions

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