CAJ | 학술논문

主要归纳总结了关于膨胀土工程性质及边坡稳定性研究的新成果。对膨胀土的胀缩特性及其物理力学指标进行了概括；对膨胀土裂隙的产生原因、定量表达及裂隙对工程的不利影响等方面分别进行了概述；对非饱和膨胀土强度方面的研究成果进行了归纳；对膨胀土边坡稳定性研究方法、影响膨胀土边坡稳定性的因子及其参数研究成果进行了总结。
주요귀납총결료관우팽창토공정성질급변파은정성연구적신성과。대팽창토적창축특성급기물리역학지표진행료개괄；대팽창토렬극적산생원인、정량표체급렬극대공정적불리영향등방면분별진행료개술；대비포화팽창토강도방면적연구성과진행료귀납；대팽창토변파은정성연구방법、영향팽창토변파은정성적인자급기삼수연구성과진행료총결。
In this paper ,recent results on expansive soil engineering property and slope stability are summed up .It includes characteristics of swelling and shrinkage of expansive soil ,and its physical and mechanical indexes .The cause of cracking and quantitative expression of cracks ,and crack affects on engineering structure are also discussed respectively .The results on strength theory of unsaturated expansive soil have been generalized .The study methods on expansive soil slope stability ,affecting factors of expansive soil slope stability ,and the parametric research results have also been summarized .