Scholarlink

<p>Although; over-saturation of pore-water has been known as potential stress agent, there hasn’t been attention to subgrades behavior under extreme dry state. For improved design and construction to mitigate cracks, the two extreme states were considered at Cargo Airport site around fractured Abakaliki anticlinoria, Nigeria. Dynamic tests (remote sensing, electrical-resistivity) and static tests (Atterberg limit, Standard Penetration, Dynamic Cone Penetrometer) produced results that formed basis of modeled solutions, and revealed potential shear planes. Such planes typically reflected low friction angle between 11 ° and 13 °, as well as cohesion ranging from 13 to 23 kPa; indicating isolated silty clay with Plasticity index (PI) <InlineEquation ID="IEq1"> <EquationSource Format="TEX">\(\le\)</EquationSource> <EquationSource Format="MATHML"><math> <mo>≤</mo> </math></EquationSource> </InlineEquation>&#xa0;16, and California Bearing Ratio (CBR) <InlineEquation ID="IEq2"> <EquationSource Format="TEX">\(&lt;10\text{\%}\)</EquationSource> <EquationSource Format="MATHML"><math> <mrow> <mo>&lt;</mo> <mn>10</mn> <mtext>\%</mtext> </mrow> </math></EquationSource> </InlineEquation>. These findings showed soils locally vulnerable to anomalous pore-pressure from adjoined watertable; hence, cannot form effective pavements sub-base. Consequently, Pervious Concrete Bed designed with permeability which streamline moisture at negative pore-pressure rationalized balance between dry and saturated states by enabling suction energy that bonds pavements-subgrades against cracks. This inference was confirmed by Factor of Safety (FS) <InlineEquation ID="IEq3"> <EquationSource Format="TEX">\(\ge\)</EquationSource> <EquationSource Format="MATHML"><math> <mo>≥</mo> </math></EquationSource> </InlineEquation> 1.5, and verified through stress-curves behavior in response to pore-pressure status. Such responses created various spaces between the curves. Comparing the space relations in ratios showed novel mathematical demonstration for pavements stability prediction.</p>

错误：搜索内容不能为空，请输入英文关键词
错误：关键词超出字数限制，请精简
高级检索

Mathematical Analysis of Safety Factor in Prediction of Infrastructural Stability for Improved Crack-Mitigating Design and Construction: Pavement Perspective

  • 期刊论文

  • 发表日期：

    2025年4月3日

查看全文
  • Stephen Nwoba Ukpai,
  • Ebenezer Gbadebo Babadiya

摘要

Although; over-saturation of pore-water has been known as potential stress agent, there hasn’t been attention to subgrades behavior under extreme dry state. For improved design and construction to mitigate cracks, the two extreme states were considered at Cargo Airport site around fractured Abakaliki anticlinoria, Nigeria. Dynamic tests (remote sensing, electrical-resistivity) and static tests (Atterberg limit, Standard Penetration, Dynamic Cone Penetrometer) produced results that formed basis of modeled solutions, and revealed potential shear planes. Such planes typically reflected low friction angle between 11 ° and 13 °, as well as cohesion ranging from 13 to 23 kPa; indicating isolated silty clay with Plasticity index (PI) \(\le\) ≤  16, and California Bearing Ratio (CBR) \(<10\text{\%}\) < 10 \% . These findings showed soils locally vulnerable to anomalous pore-pressure from adjoined watertable; hence, cannot form effective pavements sub-base. Consequently, Pervious Concrete Bed designed with permeability which streamline moisture at negative pore-pressure rationalized balance between dry and saturated states by enabling suction energy that bonds pavements-subgrades against cracks. This inference was confirmed by Factor of Safety (FS) \(\ge\) ≥ 1.5, and verified through stress-curves behavior in response to pore-pressure status. Such responses created various spaces between the curves. Comparing the space relations in ratios showed novel mathematical demonstration for pavements stability prediction.