settlement stress

  • 释义

    沉降应力

数据更新时间:2026-04-19 17:00:33
1、

By use of the Terzaghi Effective Stress Principle and the theory of one dimensional consolidation, the ultimate ground settlement is estimated, and some measures are proposed for control of ground settlement.

运用太沙基的有效应力原理及一维固结理论,对地面沉降极限量进行估算,提出了控制地面沉降的措施。

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2、

Wetting will cause localized stress level enhance, consequently which can induce the slope collapse. 5. Research on calculating method of creep settlement after construction and compression settlement for loess-high fill embankment itself.

空间效应对路堤沉降及土体应力分布产生一定影响,湿化将引起路堤局部应力水平的提高,从而产生边坡失稳。5.黄土高路堤自身压缩沉降计算及工后蠕变计算的研究。

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3、

The change of stress in wall, lateral deformation of foundation pit sidewall and ground settlement behind the retaining wall is analysed according to the burying depth of reinforced concrete thin anchor wall body with finite element method.

文章采用有限元方法分析了钢筋混凝土薄壁锚拉墙不同墙体埋深时,挡墙的受力、基坑侧壁侧向变形及墙后地表沉降的变化情况。

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4、

Ultimate stress method is presented, including stress adjusting method, compressive area method and stress and settlement decomposition method.

提出复合桩基沉降计算的最终应力法,包括简化应力调整法、压缩区域分解法和应力与沉降分解法,并给出了两个工程实例。

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5、

Long pile length changes have little affect on distributing shape of stress of the top and bottom of pile, only have an affect on value of stress. ( 3) With long pile replacement ratio increases, raft bottom average settlement decreases gradually.

长桩长度的变化不影响桩顶和桩端应力的分布形状,只影响应力数值的大小。(3)筏板底平均沉降随长桩置换率的增大而减小。

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