Контрольная работа: Оценка напряженно-деформированного состояния массива пород

U04= (5.8/3.2*10⁴ )*(1-0.2)*1.3= 0.00018

U05= (5.8/3.2*10⁴ )*(1-0.2)*1.4= 0.00020

U06= (5.8/3.2*10⁴ )*(1-0.2)*1.5= 0.00021

U07= (5.8/3.2*10⁴ )*(1-0.2)*1.6= 0.00023

U08= (5.8/3.2*10⁴ )*(1-0.2)*1.7= 0.00024

U09= (5.8/3.2*10⁴ )*(1-0.2)*1.8= 0.00026

U10= (5.8/3.2*10⁴ )*(1-0.2)*1.9= 0.00027

U11= (5.8/3.2*10⁴ )*(1-0.2)*2.0= 0.00029

2) Un= q/E*((1- υ)*r+(1+ υ)/r)

Un1= (5.8/3.2*10⁴ )*((1-0.2)*1.0+1.2/1.0) = 0.000342

Un2= (5.8/3.2*10⁴ )*((1-0.2)*1.1+1.2/1.1) = 0.000337

Un3=(5.8/3.2*10⁴ )*((1-0.2)*1.2+1.2/1.2) = 0.000336

Un4=(5.8/3.2*10⁴ )*((1-0.2)*1.3+1.2/1.3) = 0.000336

Un5=(5.8/3.2*10⁴ )*((1-0.2)*1.4+1.2/1.4) = 0.000338

Un6=(5.8/3.2*10⁴ )*((1-0.2)*1.5+1.2/1.5) = 0.000342

Un7=(5.8/3.2*10⁴ )*((1-0.2)*1.6+1.2/1.6) = 0.000348

Un8=(5.8/3.2*10⁴ )*((1-0.2)*1.7+1.2/1.7) = 0.000354

Un9=(5.8/3.2*10⁴ )*((1-0.2)*1.8+1.2/1.8) = 0.000361

Un10=(5.8/3.2*10⁴ )*((1-0.2)*1.9+1.2/1.9) = 0.000368

Un11=(5.8/3.2*10⁴ )*((1-0.2)*2.0+1.2/2.0) = 0.000377

3) U= q*(1+ υ)/E*r

U₁ = 5.8*1.2/ 3.2*10⁴ *1.0 = 0.000217

U₂ = 5.8*1.2/ 3.2*10⁴ *1.1 = 0.000239

U₃ = 5.8*1.2/ 3.2*10⁴ *1.2 = 0.000261

U₄ = 5.8*1.2/ 3.2*10⁴ *1.3 = 0.000282

U₅ = 5.8*1.2/ 3.2*10⁴ *1.4 = 0.000304

U₆ = 5.8*1.2/ 3.2*10⁴ *1.5 = 0.000326

U₇ = 5.8*1.2/ 3.2*10⁴ *1.6 = 0.000348

U₈ = 5.8*1.2/ 3.2*10⁴ *1.7 = 0.000369