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非饱和膨胀土地区挡墙土压力探讨
引用本文:符明娟,侯元恒.非饱和膨胀土地区挡墙土压力探讨[J].四川建筑科学研究,2012,38(3):143-146.
作者姓名:符明娟  侯元恒
作者单位:河南城建学院土木与材料工程系,河南平顶山,467000
摘    要:根据土力学原理,探讨了气候影响下非饱和膨胀土对挡墙的土压力计算方法和过程,根据土体的基质吸力,利用土体弹性平衡,求取土体裂缝开裂深度,将开裂深度范围内土体作为超载作用在下卧土层上,利用极限平衡条件,求取挡墙土压力的数值,同一挡墙不同时间的土压力是不同的。

关 键 词:非饱和膨胀土  基质吸力  大气影响  土压力

Discussion of earth pressure on the retaining wall in unsaturated expansive soil
FU Mingjuan , HOU Yuanheng.Discussion of earth pressure on the retaining wall in unsaturated expansive soil[J].Building Science Research of Sichuan,2012,38(3):143-146.
Authors:FU Mingjuan  HOU Yuanheng
Affiliation:( Civil Engineering and Material Department, Henan University of Urban Construction, Pingdingshan 467000, China)
Abstract:According to the principle of soil mechanics. To explore the calculation method and process of earth pressure on the retaining wall with the influence of climate in unsaturated expansive soil. In accordance the soil matrix suction. Using a flexible balance of soil. And earth cracks crack depth is obtained. And the crack depth of soil layer as a overloading role on the next bed soil. The use of limit equilibrium conditions, earth pressure of a wall is obtained, the different time earth pressures of same wall are different.
Keywords:unsaturated expansive soil  effects of climate  suction  earth pressure
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