Numerical Investigation of Anchor Plates in Layered Soil
Numerical Investigation of Anchor Plates in Layered Soil
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发表时间：
2014
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通讯作者：
Buse Emirler;S. Bildik;M. Laman
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作者：
Buse Emirler;S. Bildik;M. Laman
本文给出了层状地基中方锚板抗拔能力的数值分析结果。用有限元方法分析了锚杆埋设比(H/B)、散体填充层厚度(d1/d2)、填充体面积比等因素对锚杆加固效果的影响。用PLAXIS 3D软件进行数值分析。讨论了这些参数对锚杆破坏机理和抗拔能力的影响。
This paper presents the results of numerical analyses of the uplift capacity of square anchor plates in layered soil. Many factors, such as the effects of the embedment ratio of anchors (H/B), the thickness of granular fill layer (d1/d2) and the area ratio of fill have been investigated by finite element method (FEM). The numerical analyses performed by using PLAXIS 3D. The influence of these parameters on failure mechanism and the uplift capacity of anchor is discussed.