路基强度变化对刚性路面造价的影响

D. Saini, S. Garg, R. Lal, R. Chopra, S. N. Sachdeva
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引用次数: 0

摘要

一般认为,路基强度的增加会导致刚性路面厚度的减少,从而有助于降低路面成本。印度道路大会(IRC)关于刚性路面设计的指导方针也建议,对于交通量大于450 CVPD的道路,在设计水泥混凝土路面时,在路基中使用至少CBR 8%的选择土壤。本文试图研究路基强度变化对刚性路面厚度和造价的影响。研究发现,铺装厚度和铺装成本不会随着路基土强度的增加而降低。因此,IRC建议在道路路基中使用最低CBR为8%的精选土的规定需要谨慎应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of Varying Subgrade Strength on Cost of a Rigid Pavement
: It is generally believed that increase in subgrade strength leads to decrease in the thickness of a rigid pavement which helps in reducing the cost of pavement. The guidelines of Indian Roads Congress (IRC) for the design of rigid pavements also recommend the use of select soil of minimum CBR 8% in the subgrade for design of cement concrete pavement for roads having traffic greater than 450 CVPD. An attempt has been made in this paper to study the effect of variation in subgrade strength on thickness and cost of a rigid pavement. It is found that the thickness and cost of pavement may not decrease with an increase in the strength of subgrade soil. The provision of using select soil of minimum CBR 8% in the subgrade of the road as recommended by IRC, therefore, needs to be applied carefully.
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