| 土钉受力分析 |
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| 引用本文： | 夏华宗,刘昕光.土钉受力分析[J].工业建筑,2014(Z1):682-684. |
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| 作者姓名： | 夏华宗 刘昕光 |
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| 作者单位： | 河北省地勘局国土资源勘查中心 |
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| 摘 要： | 对土钉进行模型试验和现场监测,结果表明,随着开挖深度的增加,土钉受力逐渐在某个位置形成最大值,并向两侧逐渐减小,而且最大值位置不断向远离面层的方向移动。
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| 关 键 词： | 土钉 基坑 受力 |
THE ANALYSIS OF THE FORCES OF THE SOIL NAILS |
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| Xia huazong;Liu Xinguang.THE ANALYSIS OF THE FORCES OF THE SOIL NAILS[J].Industrial Construction,2014(Z1):682-684. |
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| Authors: | Xia huazong;Liu Xinguang |
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| Affiliation: | Xia huazong;Liu Xinguang;Land and Resources Exploration Center of Geological and Mineral Department of Hebei Province; |
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| Abstract: | The model test and field monitoring for soil nails were carried out. The results showed that the force of a soil nail in a position gradually reached its maximum value with the increase in excavation depth,which was decreased gradually towards both sides. In addition the position of the maximam value was moved continuously in the direction being away from the surface. |
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| Keywords: | soil nail foundation pit force |
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