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公路工程中湿软路基处理措施
引用本文:姚锐.公路工程中湿软路基处理措施[J].交通标准化,2014(20):119-121.
作者姓名:姚锐
作者单位:新疆林业规划设计院,新疆 乌鲁木齐,830049
摘    要:湿软路基由于承载力较低,受力后路基变形大,施工中常常伴有路基不均匀沉降的现象,严重影响公路工程的验收质量。湿软路基不均匀沉降大,易导致公路路基开裂。鉴于此,从改善公路路基土的剪切性入手,采取有效措施,增强软土路基的强度和稳定性,最终减小此类路基的不均匀沉降。

关 键 词:公路工程  湿软路基  不均匀沉降  处理措施

Disposal Measures of Saturated Clay Subgrade of Highway Engineering
YAO Rui.Disposal Measures of Saturated Clay Subgrade of Highway Engineering[J].Communications Standardization,2014(20):119-121.
Authors:YAO Rui
Institution:YAO Rui (Xinjiang Forestry Planning & Design Institute, Urumqi 830049, China)
Abstract:Due to the low bearing capacity of saturated clay subgrade, the deformation of subgrade with stress is great, and the differential settlement of subgrade often appear during construction, which serious- ly affect the acceptance quality of highway engineering. The differential settlement of saturated clay sub- grade can result in the cracking of sugrade. Given this, starting with improving the shear resistance of sub- grade, effective measures are adopted to reinforce the strength and stability of saturated clay subgrade. Eventually, the differential settlement of subgrade will be reduced.
Keywords:highway engineering  saturated clay subgrade  differential settlement  disposal measure
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