1) anchorage direction
锚杆布置倾角
1.
BP artificial neural networks model of design optimization of slope with anchor is established by MATLAB language and the model is trained with result of finite element as learning sample and forecast sample, the efficiency of the model is discussed, the optimal anchorage direction of slope is also established and a new way is provided for design optimization of slope with anchor.
应用有限元法对不同锚杆布置倾角下的边坡模型进行计算,并以模拟计算结果作为训练样本及预测样本对网络进行训练,验证了边坡锚杆优化设计BP神经网络模型的有效性,确定了边坡工程中锚杆的最优布置倾角,为边坡锚杆优化设计研究提供了一条新途径。
2) large angle anchor
大倾角锚杆
3) collocation of anchor
锚杆布置
4) horizontal inclination of anchor bars
锚杆水平倾角
5) disposal-parameter of bolting
锚杆布置参数
6) the angle of the anchored pile
桩锚倾角
1.
Combined with the projects examples,horizontal displace of the pile is influenced by the change of pile length、 the angle of the anchored pile、space of the pile.
大量工程实践证明门字形锚桩支护结构可以有效地限制深基坑的水平位移,本文结合工程实际情况,用flac软件对门字形锚桩结构进行了数值模拟计算,通过对不同锚桩长度、桩锚倾角变化、锚桩的间距改变对深基坑水平位移的影响的计算分析,并与实测结果进行对比,得到了锚桩的临界长度等,这些结果对深基坑支护结构设计具有一定的参考价值。
补充资料：采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
霹 采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条