Critical-State Fractional Model and Its Numerical Scheme for Isotropic Granular Soil Considering State Dependence

2019 ◽  
Vol 19 (3) ◽  
pp. 04019001 ◽  
Author(s):  
Yifei Sun ◽  
Yufeng Gao ◽  
Cheng Chen
2003 ◽  
Vol 40 (5) ◽  
pp. 873-885 ◽  
Author(s):  
J Chu ◽  
S Leroueil ◽  
W K Leong

Results of some constant shear-drained (CSD) tests conducted on both loose and dense sand are presented. Using the critical state line and a modified state parameter, a new framework for analysing the instability of granular soil slopes is proposed. The test data were examined and interpreted using the new framework. Instability lines for sand with different void ratios were established within this framework. The conditions for the occurrence of instability in both contractive and dilative granular soil slopes under various shear stress levels were examined using the proposed framework.Key words: deformation, laboratory tests, liquefaction, sands, shear strength, slope stability.


Author(s):  
T. S. ALEROEV ◽  
H. T. ALEROEVA ◽  
JIANFEI HUANG ◽  
NINGMING NIE ◽  
YIFA TANG ◽  
...  

We establish a new model for seepage of a liquid to a chink in the cracked deformable layer, an initial value problem of nonlinear fractional differential equation with variable coefficients, then design a numerical scheme of order 2 to solve this initial value problem. This new model theoretically explains the operating thickness H of a layer depending on the values of pressure gradient on the whole chink rather than on one point, which is practiced by a large amount of data. Compared with the Dontsov equation, our fractional model considers more aspects of the whole process. The earlier rejected results can also be considered in the display lines of the fractional model.


Author(s):  
M.S. Hashmi ◽  
Urfa Aslam ◽  
Jagdev Singh ◽  
Kottakkaran Sooppy Nisar

2020 ◽  
Vol 59 (4) ◽  
pp. 2053-2064 ◽  
Author(s):  
Sunil Kumar ◽  
Ranbir Kumar ◽  
Jagdev Singh ◽  
K.S. Nisar ◽  
Devendra Kumar

2019 ◽  
Vol 8 (1) ◽  
pp. 719-727 ◽  
Author(s):  
Amit Prakash ◽  
Hardish Kaur

Abstract The key objective of this paper is to study the fractional model of Fitzhugh-Nagumo equation (FNE) with a reliable computationally effective numerical scheme, which is compilation of homotopy perturbation method with Laplace transform approach. Homotopy polynomials are employed to simplify the nonlinear terms. The convergence and error analysis of the proposed technique are presented. Numerical outcomes are shown graphically to prove the efficiency of proposed scheme.


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