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The application of reinforced earth in the wharf structurs is the firstling in our country. In this paper, design methods of over 15 meter height reinforced earth structures are researched based on the measure in full-scale test, and the simplified failure plane is presented for reinforced earth structure with tieback breast beams.

加筋土在码头工程中的运用在国内尚属首次。本文通过对实际工程的力学测试分析,探讨了15米以上加筋土构筑物的设计方法,并提出了一个具有锚定系胸墙的加筋土简化破裂面。

This paper expounds strength and deformation of reinforced earth retainning wall and emphatically points out the following regularity:the lateral pressure on the wall is obviously smaller than earth pressure at rest but it approaches active earth pres- sure;lateral pressure appears curved distribution;the lateral pressure is getting increased with load and becomes larger in direct proprotion to the increase of load;the distribution of tension of tensile bar of reinforeed earth is curved;the...

This paper expounds strength and deformation of reinforced earth retainning wall and emphatically points out the following regularity:the lateral pressure on the wall is obviously smaller than earth pressure at rest but it approaches active earth pres- sure;lateral pressure appears curved distribution;the lateral pressure is getting increased with load and becomes larger in direct proprotion to the increase of load;the distribution of tension of tensile bar of reinforeed earth is curved;the location line of the largerst tensile force on each reinforced bar is situated near 0.3H(H-height of retainning wall). And the paper points out that the tensile bar with the largerst tension is situated about half of the height of retain- ning wall but not at the lowest part.

本文论述了加筋土挡土墙的受力与变形规律并着重指出了作用于墙面板上的侧压力大大小于静止土压力而接近主动土压力;侧压力呈曲线分布;侧压力随着荷载增加而增加,且与荷载增加数值成正比关系;加筋土的拉筋拉力呈曲线分布;各层拉筋最大拉力位置联线位于0.3倍墙高附近,本文还指出最大拉力的拉筋位于墙高一半以上的一定部位,而并非为最底层拉筋。

Based on the shear tests in the laboratory and the pull-out tests in the field, it is shown that the shearing character between soil and reinforcement can be represented by the Mohr-Coulomb envelope. It is suggested that adhesive force betwween soil and reinforcement should be considered in the design of reinforced earth retaining wall. It is also pointed out that for sake of safety,reasonableness and economization of reinforced earth construction, the method of prediction based on laboratory testing...

Based on the shear tests in the laboratory and the pull-out tests in the field, it is shown that the shearing character between soil and reinforcement can be represented by the Mohr-Coulomb envelope. It is suggested that adhesive force betwween soil and reinforcement should be considered in the design of reinforced earth retaining wall. It is also pointed out that for sake of safety,reasonableness and economization of reinforced earth construction, the method of prediction based on laboratory testing shouldbeused,

本文通过对室内土与加筋之间的剪切试验及现场加筋拉拔试验的分析,得出土与加筋之间的剪切性质可用莫尔-库仑强度包线来表示,并建议在加筋土挡墙设计中考虑土与加筋之间的粘着力作用。本文还指明了,旨在保证加筋土结构设计的安全性、合理性及经济效果方面,用室内试验方法预报的途径。

 
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