Scholarlink

<p>To study the stability of embankments widened using cast-in-place lightweight foamed concrete, the strength reduction method was applied in ABAQUS finite element software, evaluating the effects of the embankment height, connection step size, and bottom width of the lightweight foamed concrete. The numerical simulation results indicated that the failure surface of the widened embankment bypassed the lightweight foamed concrete and ran through the original embankment constructed with soil. The safety factor of the widened embankment significantly decreased with the increase in the embankment height, following an exponential curve. However, the effects of the connection step size and bottom width of the lightweight foamed concrete on the safety factor of the widened embankment were relatively small. Nonetheless, the safety factor still followed an exponential curve as it slightly increased with the increase in the bottom width of the lightweight foamed concrete. These results provide a reference for maximizing the stability of embankments widened using cast-in-place lightweight foamed concrete.</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

Stability of Embankments Widened Using Lightweight Foamed Concrete

  • 期刊论文

  • 发表日期：

    2026年3月1日

查看全文
  • Feilong Cui,
  • Ningning Wu,
  • Junchao Yang,
  • Yatao Zhang,
  • Haiying Chen

摘要

To study the stability of embankments widened using cast-in-place lightweight foamed concrete, the strength reduction method was applied in ABAQUS finite element software, evaluating the effects of the embankment height, connection step size, and bottom width of the lightweight foamed concrete. The numerical simulation results indicated that the failure surface of the widened embankment bypassed the lightweight foamed concrete and ran through the original embankment constructed with soil. The safety factor of the widened embankment significantly decreased with the increase in the embankment height, following an exponential curve. However, the effects of the connection step size and bottom width of the lightweight foamed concrete on the safety factor of the widened embankment were relatively small. Nonetheless, the safety factor still followed an exponential curve as it slightly increased with the increase in the bottom width of the lightweight foamed concrete. These results provide a reference for maximizing the stability of embankments widened using cast-in-place lightweight foamed concrete.