作者: L. A. Nazarova , L. A. Nazarov
DOI: 10.1007/S10913-006-0002-2
关键词: Geotechnical engineering 、 Inverse problem 、 Stability (probability) 、 Rheology 、 Creep 、 Pillar 、 Geology 、 Finite element method 、 Viscoelasticity 、 Rock mass classification
摘要: Based on solution to the inverse problem, a procedure is proposed for determining rheological properties of rocks by measurements relative displacements pillar walls. The influence exerted contact with enclosing and shape its stability analyzed.