摘要
本文系作者从事岩土工程勘察在建筑物地基、尾矿坝、挖方支撑及双介质等方面的计算经验,分别介绍其实用计算模型,所需参数及方法.其中,多数建筑物地基均宜采用线性模型。尾矿坝及土坝采用非线性模型。双介质根据各介质特性分别采用不同模型。各种计算建议采用二维有限元法进行。
This paper is the computation experiences of the authors in the fields of building foundations,tailings dam, cut retaining and double media etc. during their works in geotechnical investigations. Among them,most building foundations are advised to adopt the linear model. For the tailings dam and earth dam,the non-linear model is adopted. For the double media,according to the characteristics of the media,different models are adopted. For the computations,the two dimension finite element methods are suggested.
出处
《勘察科学技术》
1998年第2期30-34,共5页
Site Investigation Science and Technology
关键词
土力学计算模型
计算参数测定
计算方法
computation model in soil mechanics
determination of the computation parameters
computation method