Advantages of second-order work as a rational safety factor and stability analysis of a reinforced rock slope

被引:5
|
作者
Hu, Jie [1 ]
Li, Zhaohua [1 ,3 ]
Darve, Felix [2 ]
Feng, Jili [1 ]
机构
[1] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
[2] Grenoble Alpes Univ, Grenoble CNRS, UMR 5521, 3SR, Grenoble, France
[3] Yango Univ, Coll Civil Engn, 99 Denglong Rd, Fuzhou 350015, Peoples R China
关键词
second-order work; factor of safety; stability; kinetic energy; constant-resistance large-deformation (CRLD) cable; numerical simulation; STRENGTH REDUCTION; LIMIT EQUILIBRIUM; BIFURCATION; FAILURE; GEOMATERIALS; CRITERION; MODEL;
D O I
10.1139/cgj-2019-0092
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Landslides can be considered as a static-dynamic transition with the sudden release of kinetic energy. The sharp vanishing of the second-order work is also linked to this phenomenon. In this study, the relation between the second-order work and the kinetic energy is reviewed, and five advantages of the normalized global second-order work ((DWn)-W-2) as a factor of safety (FOS) are proposed and discussed, comparing this FOS with the one based on the strength reduction method. The (DWn)-W-2 is considered in the explicit algorithm of the finite difference method, and its mesh-independence is numerically checked by a series of triaxial compression tests. By simulating the excavations of a reinforced rock slope, the stability analyses are performed using the (DWn)-W-2 and the traditional FOS. The (DWn)-W-2 is proven completely independent of the convergence criterion and more sensitive to the global failure. Finally, a recently developed energy-absorbing cable is considered for supporting the studied rock slope. Its supporting effect is compared with that of traditional cables.
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页码:661 / 672
页数:12
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