<p>To address the problem of complex and unobservable internal crack propagation within surface rock fissures sealed by freezing in alpine regions, this paper derives calculation formulas for the gas pressure inside the crack (GPIF) after freezing, the plastic zone around the crack, the stress intensity factor (SIF) at the crack tip, the crack initiation angle, and the crack initiation stress under the assumption of small-scale yielding, based on complex variable function theory and elastoplastic fracture mechanics theory, while analyzing the influences of key parameters freezing temperature <InlineEquation ID="IEq1"> <EquationSource Format="TEX">\(T_i\)</EquationSource> <EquationSource Format="MATHML"><math> <msub> <mi>T</mi> <mi>i</mi> </msub> </math></EquationSource> </InlineEquation>, ratio of gas volume to crack volume (RGVC) sa, and crack geometry on crack initiation characteristics. The results indicate that a minimum ice penetration depth (lmin) exists within the crack, and only when the length of the internal ice body exceeds lmin does it significantly compress the remaining gas to cause a substantial pressure increase; the post-freezing GPIF increases markedly only when <InlineEquation ID="IEq2"> <EquationSource Format="TEX">\(s_a &lt; 0.5\)</EquationSource> <EquationSource Format="MATHML"><math> <mrow> <msub> <mi>s</mi> <mi>a</mi> </msub> <mo>&lt;</mo> <mn>0.5</mn> </mrow> </math></EquationSource> </InlineEquation>, where a smaller RGVC, lower temperature, and shorter crack length yield a larger SIF with significant effects; when <InlineEquation ID="IEq3"> <EquationSource Format="TEX">\(s_a &gt; 0.5\)</EquationSource> <EquationSource Format="MATHML"><math> <mrow> <msub> <mi>s</mi> <mi>a</mi> </msub> <mo>&gt;</mo> <mn>0.5</mn> </mrow> </math></EquationSource> </InlineEquation>, GPIF changes negligibly impact fracture behavior, GPIF can reach up to 6 MPa when <InlineEquation ID="IEq4"> <EquationSource Format="TEX">\(s_a = 0.1\)</EquationSource> <EquationSource Format="MATHML"><math> <mrow> <msub> <mi>s</mi> <mi>a</mi> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </math></EquationSource> </InlineEquation>. The plastic zone size at the crack tip decreases with increasing <InlineEquation ID="IEq5"> <EquationSource Format="TEX">\(s_a\)</EquationSource> <EquationSource Format="MATHML"><math> <msub> <mi>s</mi> <mi>a</mi> </msub> </math></EquationSource> </InlineEquation> and major axis length <InlineEquation ID="IEq6"> <EquationSource Format="TEX">\(a\)</EquationSource> <EquationSource Format="MATHML"><math> <mi>a</mi> </math></EquationSource> </InlineEquation> but increases with decreasing <InlineEquation ID="IEq7"> <EquationSource Format="TEX">\(T_i\)</EquationSource> <EquationSource Format="MATHML"><math> <msub> <mi>T</mi> <mi>i</mi> </msub> </math></EquationSource> </InlineEquation>; the crack initiation angle (<InlineEquation ID="IEq8"> <EquationSource Format="TEX">\(\theta _0\)</EquationSource> <EquationSource Format="MATHML"><math> <msub> <mi>θ</mi> <mn>0</mn> </msub> </math></EquationSource> </InlineEquation>) rotates counterclockwise as <InlineEquation ID="IEq9"> <EquationSource Format="TEX">\(s_a\)</EquationSource> <EquationSource Format="MATHML"><math> <msub> <mi>s</mi> <mi>a</mi> </msub> </math></EquationSource> </InlineEquation> increases, <InlineEquation ID="IEq10"> <EquationSource Format="TEX">\(T_i\)</EquationSource> <EquationSource Format="MATHML"><math> <msub> <mi>T</mi> <mi>i</mi> </msub> </math></EquationSource> </InlineEquation> decreases, and <InlineEquation ID="IEq11"> <EquationSource Format="TEX">\(a\)</EquationSource> <EquationSource Format="MATHML"><math> <mi>a</mi> </math></EquationSource> </InlineEquation> increases, with the most pronounced variation occurring with freezing temperature changes.</p>

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Analysis of the Elastoplastic Fracture Initiation Characteristics at the Tip of Non-saturated Slanted Rock Open Cracks Under Ice–Gas Pressure

  • Tian Xiang,
  • Wenhua Chen

摘要

To address the problem of complex and unobservable internal crack propagation within surface rock fissures sealed by freezing in alpine regions, this paper derives calculation formulas for the gas pressure inside the crack (GPIF) after freezing, the plastic zone around the crack, the stress intensity factor (SIF) at the crack tip, the crack initiation angle, and the crack initiation stress under the assumption of small-scale yielding, based on complex variable function theory and elastoplastic fracture mechanics theory, while analyzing the influences of key parameters freezing temperature \(T_i\) T i , ratio of gas volume to crack volume (RGVC) sa, and crack geometry on crack initiation characteristics. The results indicate that a minimum ice penetration depth (lmin) exists within the crack, and only when the length of the internal ice body exceeds lmin does it significantly compress the remaining gas to cause a substantial pressure increase; the post-freezing GPIF increases markedly only when \(s_a < 0.5\) s a < 0.5 , where a smaller RGVC, lower temperature, and shorter crack length yield a larger SIF with significant effects; when \(s_a > 0.5\) s a > 0.5 , GPIF changes negligibly impact fracture behavior, GPIF can reach up to 6 MPa when \(s_a = 0.1\) s a = 0.1 . The plastic zone size at the crack tip decreases with increasing \(s_a\) s a and major axis length \(a\) a but increases with decreasing \(T_i\) T i ; the crack initiation angle ( \(\theta _0\) θ 0 ) rotates counterclockwise as \(s_a\) s a increases, \(T_i\) T i decreases, and \(a\) a increases, with the most pronounced variation occurring with freezing temperature changes.