| 非饱和土的清华弹塑性模型 | |
| 李广信 ; 司韦 ; 张其光 ; LI Guang-xin ; SiI Wei ; ZHANG Qig-uang | |
| 2010-07-15 ; 2010-07-15 | |
| 会议名称 | 第一届全国岩土本构理论研讨会 ; CNKI |
| 关键词 | 含水率 弹塑性模型 非饱和土 增湿 基质吸力 water content elastoplastic model unsaturated soil moistening matrix suction TU43 |
| 其他题名 | Tsinghua elastoplastic model for unsaturated soils |
| 中文摘要 | 为研究土在非饱和增湿情况下的应力-应变和强度关系,提出将含水率引入清华模型的硬化参数中,建立非饱和土的湿化和增湿的清华弹塑性模型。通过在干土中掺加冰屑的方法进行增湿试验,试验结果表明,该模型可以预测不同含水率的非饱和土的应力-变形和强度关系,试样从天然风干状态增湿到其他含水率的应力-应变全过程的计算结果也与试验结果相符合。将含水率直接引入弹塑性模型从而避开复杂的基质吸力,可能是非饱和土本构模型工程应用的一条简便途径。; In order to investigate the relationship among stress,strain and strength of soil under unsaturated wetting and moistening,water content is introduced into the hardening parameter to develop the Tsinghua elastoplastic model of unsaturated soil.The Tsinghua model for wetting and moistening of soil is developed.On the basis of moistening tests by means of mixing ice crumblings into dry soil,it is shown in the test results that this model is capable to predict the relationship among stress, deformation and the strength of unsaturated soil under different water contents.The results of model calculations well agree with the test results of soil moistened from the air-dry state to other states corresponding to various water contents.With water content directly introduced into the elastoplastic model instead of the complicated matrix suction,it might be showing a handy and explicit way to the engineering application of unsaturated soil constitutive models. |
| 语种 | 中文 ; 中文 |
| 内容类型 | 会议论文 |
| 源URL | [http://hdl.handle.net/123456789/69255]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 李广信,司韦,张其光,等. 非饱和土的清华弹塑性模型[C]. 见:第一届全国岩土本构理论研讨会, CNKI. |
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