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复合地基桩土应力比因素的分析

nalysis factors of Pile-Soil Stress Ratio of Composite Foundation

中文摘要英文摘要

对于复合地基来说,地基承载力的确定至关重要,它是设计复合地基时必须考虑的一个重要因素。桩土应力比影响因素很多,而且是反应复合地基中工作状态的非常复杂的一个重要参数,本文分析了影响桩土应力比的众多因素,结果表明:桩土应力比随桩长、桩间距、软土层厚度及垫层弹性模量的提高而提高。 这不论是对复合地基承载力传递性状的分析研究,还是对工程实践,都是非常有意义的,并可为工程实际提供理论参考。

It is very important to determine the bearing capacity of foundation, which is a key point for designing composite foundation. The stress ratio of pile-soil is an important parameter that reflects the work condition of composite foundatio and may be influenced by many factors. Many important relevant factors are studied with finite element method in the paper.The results show that the value of pile-soil stress ratio increases with the increasing of pile length, Pile spacing, Soft soil thickness and elastic modulus of soil under pile bottom. This research not only helps to understand the property of bearing capacity transferability but also guides the construction of composite ground, giving reference to designing TDR composite foundation.

王景环、李光光、周俊磊

工程基础科学

桩土应力比复合地基地基承载力桩长桩间距

pile-soil stress ratiocomposite foundationbearing capacity of composite groundpile lengthPile spacing

王景环,李光光,周俊磊.复合地基桩土应力比因素的分析[EB/OL].(2008-09-27)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200809-793.点此复制

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