›› 1989, Vol. 10 ›› Issue (2): 22-30.
• 基础理论与实验研究 • 上一篇 下一篇
高大钊; 曹名葆;
出版日期:
发布日期:
Gao Dazhao; Cao Mingbao
Online:
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摘要: 本文是对48篇有关数值方法在土力学方面应用的论文进行综述的报告。近年来,在土力学方面有限元和其它数值方法的耦合有了新的发展,动力分析在非线性应力应变关系、三维问题和有效应力分析中得到了进一步的应用,接触单元或连接单元可用来处理有限元计算时的接触条件。数值方法和概率方法的结合是一个值得重视的发展方向。这些方法可应用于估计固结效应、土坡稳定、土石坝、渗流、变形计算、共同作用、桩和地基性状分析等方面。
Abstract: This is a summing-up report based on 48 papers on the applications of numerical method to soil mechanics. Recently, there is a new development of coupling of finite element with other numerical ones in soil mechanics. The dynamic numerical analyses have found further application to nonlinear stress-strain relationship, effective stress, and three dimensional problems. The suitable contact element or conjunct element could be used for contact conditions in finite element calculation. It is an important direction to combine usual numerical method with probabilistic method, which has been used in evaluations of consolidation effect, slope stability, dam, seepage, deformation calculation, interaction, and the performance analyses of pole and foundation.
高大钊; 曹名葆;. 数值计算方法在土力学中的应用[J]. , 1989, 10(2): 22-30.
Gao Dazhao; Cao Mingbao . Application of Numerical Method to Soil Mechanics[J]. , 1989, 10(2): 22-30.
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