粗粒土地基道面冻胀原因及防治措施
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摘要
为了防止粗粒土地基上道面出现不均匀冻胀,开展了粗粒土冻胀率的室内试验,分析了粗粒土地基上出现道面和道肩冻胀的原因。针对机场的特点,提出了道肩半刚性基层拉应变的计算模型。结合果洛机场,计算了多个土基含泥量时的总冻胀量,验算了道面和道肩基层拉应变,并提出了含泥量控制标准。针对窄道肩出现的冻胀错台问题,提出了结构设计和施工的措施。
In order to control nonuniform frost heaving of pavement on coarse grained soil subgrade,the indoor experiments are conducted for frost heaving ratio of coarse grained soil. The causes of frost heaving of airport pavement and shoulder are analyzed on coarse grained soil subgrade. Based on characteristic of airport,the calculation model of tension strain of semi-rigid type base is proposed for the runway shoulder. Taking Guoluo Airport for example,the gross of frost heaving of subgrade are calculated for various silt contents. The. tension strains of base course of runway pavement and shoulder are checked,and controlling standard of silt content is proposed. The structure design and construction measures are put forward for controlling frost heaving and slab faulting of narrow runway shoulder.
In order to control nonuniform frost heaving of pavement on coarse grained soil subgrade,the indoor experiments are conducted for frost heaving ratio of coarse grained soil. The causes of frost heaving of airport pavement and shoulder are analyzed on coarse grained soil subgrade. Based on characteristic of airport,the calculation model of tension strain of semi-rigid type base is proposed for the runway shoulder. Taking Guoluo Airport for example,the gross of frost heaving of subgrade are calculated for various silt contents. The. tension strains of base course of runway pavement and shoulder are checked,and controlling standard of silt content is proposed. The structure design and construction measures are put forward for controlling frost heaving and slab faulting of narrow runway shoulder.
引文
[1]MHJ 5004-2015,民用机场水泥混凝土道面设计规范[S].
[2]王天亮,岳祖润.细粒含量对粗粒土冻胀特性影响的试验研究[J].岩土力学,2013,34(2):359-365.
[3]张以晨,李欣,张喜发,等.季冻区公路路基粗粒土的冻胀敏感性及分类研究[J].岩土工程学报,2007,29(10):1522-1526.
[4]李安原,牛永红,牛富俊,等.粗粒土冻胀特性和防治措施研究现状[J].冰川冻土,2015,37(1):202-210.
[5]岑国平,龙小勇,洪刚,等.含泥量对砂砾土冻胀特性的影响[J].科技导报,2015,33(5):78-82.
[6]吉林省交通厅.公路工程抗冻设计与施工技术指南[M].北京:人民交通出版社,2006.
[7]陈志国,王哲人.季节性冻土地区公路路面抗冻设计方法[J].中国公路学报,2009,22(5):34-40.
[2]王天亮,岳祖润.细粒含量对粗粒土冻胀特性影响的试验研究[J].岩土力学,2013,34(2):359-365.
[3]张以晨,李欣,张喜发,等.季冻区公路路基粗粒土的冻胀敏感性及分类研究[J].岩土工程学报,2007,29(10):1522-1526.
[4]李安原,牛永红,牛富俊,等.粗粒土冻胀特性和防治措施研究现状[J].冰川冻土,2015,37(1):202-210.
[5]岑国平,龙小勇,洪刚,等.含泥量对砂砾土冻胀特性的影响[J].科技导报,2015,33(5):78-82.
[6]吉林省交通厅.公路工程抗冻设计与施工技术指南[M].北京:人民交通出版社,2006.
[7]陈志国,王哲人.季节性冻土地区公路路面抗冻设计方法[J].中国公路学报,2009,22(5):34-40.