| tsimulation_mohr-coulomb_plot.jl - seaice-experiments - sea ice experiments usi… | |
| git clone git://src.adamsgaard.dk/seaice-experiments | |
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| --- | |
| tsimulation_mohr-coulomb_plot.jl (4045B) | |
| --- | |
| 1 #/usr/bin/env julia | |
| 2 ENV["MPLBACKEND"] = "Agg" | |
| 3 import PyPlot | |
| 4 import LsqFit | |
| 5 | |
| 6 const id_prefix = "mohr_coulomb" | |
| 7 const vel_shear = 1.0 | |
| 8 | |
| 9 # Normal stresses for consolidation and shear [Pa] | |
| 10 #const N_list = [20e3, 40e3, 80e3, 160e3] | |
| 11 const N_list = [5e3, 10e3, 15e3, 20e3, 30e3, 40e3, 80e3, 160e3] | |
| 12 | |
| 13 #time = Float64[] | |
| 14 #shear_strain = Float64[] | |
| 15 shear_stress = Float64[] | |
| 16 #dilation = Float64[] | |
| 17 tau_p = Float64[] | |
| 18 tau_u = Float64[] | |
| 19 sim_id = "" | |
| 20 | |
| 21 for kind in ["mu0.3_sigma_c0kPa", "mu0.0_sigma_c200kPa"] | |
| 22 for N in N_list | |
| 23 | |
| 24 #mohr_coulomb_mu0.3_sigma_c0kPa.pdf-seed1-shear-N20000.0Pa-vel_s… | |
| 25 sim_id = "$(id_prefix)_$(kind).pdf-seed1-shear-N$(N)Pa-vel_shear… | |
| 26 info(sim_id) | |
| 27 data = readdlm(sim_id * "-data.txt") | |
| 28 | |
| 29 #time = data[1,:] | |
| 30 #shear_strain = data[2,:] | |
| 31 shear_stress = data[3,:] | |
| 32 #dilation = data[4,:] | |
| 33 | |
| 34 append!(tau_p, maximum(shear_stress[1:100])) | |
| 35 append!(tau_u, mean(shear_stress[end-100:end])) | |
| 36 end | |
| 37 end | |
| 38 | |
| 39 # Plot normal stress vs. peak shear friction | |
| 40 PyPlot.figure(figsize=(5, 4)) | |
| 41 PyPlot.plot(N_list, tau_p[1:length(N_list)]./N_list, | |
| 42 "xk", | |
| 43 label="Frictional DEM") | |
| 44 PyPlot.plot(N_list, tau_p[length(N_list)+1:end]./N_list, | |
| 45 "+b", | |
| 46 label="Cohesive DEM") | |
| 47 PyPlot.ylabel("Peak shear friction \$\\mu_p\$ [-]") | |
| 48 | |
| 49 PyPlot.xlabel("Normal stress \$N\$ [Pa]") | |
| 50 PyPlot.xlim(0., maximum(N_list)*1.1) | |
| 51 PyPlot.legend() | |
| 52 PyPlot.savefig(id_prefix * "-mu_p.pdf") | |
| 53 PyPlot.clf() | |
| 54 | |
| 55 # Plot normal stress vs. effective shear friction | |
| 56 PyPlot.plot(N_list./1e3, tau_u[1:length(N_list)]./N_list, | |
| 57 "xk", | |
| 58 label="Frictional DEM") | |
| 59 PyPlot.plot(N_list./1e3, tau_u[length(N_list)+1:end]./N_list, | |
| 60 "+b", | |
| 61 label="Cohesive DEM") | |
| 62 PyPlot.xlabel("Normal stress \$N\$ [kPa]") | |
| 63 PyPlot.ylabel("Effective shear friction \$\\tau_u/N\$ [-]") | |
| 64 #PyPlot.xlim(0., maximum(N_list)*1.1/1e3) | |
| 65 #PyPlot.xlim(minimum(N_list)*0.9/1e3, maximum(N_list)*1.1/1e3) | |
| 66 PyPlot.legend() | |
| 67 PyPlot.title("(b)") | |
| 68 PyPlot.savefig(id_prefix * "-mu_eff.pdf") | |
| 69 PyPlot.clf() | |
| 70 | |
| 71 ### Plot normal stress vs. ultimate shear stress | |
| 72 mohr_coulomb(N, param) = param[2] + param[1]*N | |
| 73 | |
| 74 # Frictional DEM | |
| 75 fit = LsqFit.curve_fit(mohr_coulomb, N_list, tau_u[1:length(N_list)], [0… | |
| 76 println("### Frictional DEM ###") | |
| 77 println(" μ_u = $(fit.param[1]), C = $(fit.param[2]/1e3) kPa") | |
| 78 errors = LsqFit.estimate_errors(fit, 0.95) | |
| 79 println(" 95% CI errors:") | |
| 80 println(" μ_u: ± $(errors[1])") | |
| 81 println(" C: ± $(errors[2]/1e3) kPa") | |
| 82 label = @sprintf("\$\\tau_u\$(\$N\$, \$\\mu_u\$ = %.2g±%.2g, \$C\$ = %.… | |
| 83 fit.param[1], errors[1], | |
| 84 fit.param[2]/1e3, errors[2]/1e3) | |
| 85 PyPlot.plot(N_list./1e3, tau_u[1:length(N_list)]./1e3, | |
| 86 "xk", | |
| 87 label="Frictional DEM") | |
| 88 PyPlot.plot(linspace(N_list[1], N_list[end])./1e3, | |
| 89 mohr_coulomb(linspace(N_list[1], N_list[end]), fit.param)./1… | |
| 90 "-k", alpha=0.5, label=label) | |
| 91 | |
| 92 # Cohesive DEM | |
| 93 fit = LsqFit.curve_fit(mohr_coulomb, N_list, tau_u[length(N_list)+1:end]… | |
| 94 println("### Cohesive DEM ###") | |
| 95 println(" μ_u = $(fit.param[1]), C = $(fit.param[2]/1e3) kPa") | |
| 96 errors = LsqFit.estimate_errors(fit, 0.95) | |
| 97 println(" 95% CI errors:") | |
| 98 println(" μ_u: ± $(errors[1])") | |
| 99 println(" C: ± $(errors[2]/1e3) kPa") | |
| 100 label = @sprintf("\$\\tau_u\$(\$N\$, \$\\mu_u\$ = %.2g±%.2g, \$C\$ = %.… | |
| 101 fit.param[1], errors[1], | |
| 102 fit.param[2]/1e3, errors[2]/1e3) | |
| 103 PyPlot.plot(N_list./1e3, tau_u[length(N_list)+1:end]./1e3, | |
| 104 "+b", | |
| 105 label="Cohesive DEM") | |
| 106 PyPlot.plot(linspace(N_list[1], N_list[end])./1e3, | |
| 107 mohr_coulomb(linspace(N_list[1], N_list[end]), fit.param)./1… | |
| 108 "--b", alpha=0.5, label=label) | |
| 109 | |
| 110 # Annotation | |
| 111 PyPlot.xlabel("Normal stress \$N\$ [kPa]") | |
| 112 PyPlot.ylabel("Shear stress \$\\tau_u\$ [kPa]") | |
| 113 #PyPlot.xlim(minimum(N_list)*0.9/1e3, maximum(N_list)*1.1/1e3) | |
| 114 PyPlot.legend() | |
| 115 PyPlot.title("(a)") | |
| 116 PyPlot.savefig(id_prefix * "-tau_u.pdf") | |
| 117 PyPlot.clf() |