THE EFFECT OF A GROUND BRACE WITH A SPACER ON THE DISPLACEMENT AND BEARING CAPACITY OF A HORIZONTALLY LOADED SINGLE PILE

被引:0
|
作者
Merazka, M. [1 ]
Kim, M. S. [1 ]
机构
[1] Voronezh State Tech Univ, Dept Bldg Struct Basics & Fdn, Voronezh, Russia
关键词
single pile; horizontal load; bearing capacity; ground brace; spacer; horizontal displacement;
D O I
10.36622/VSTU.2023.3.59.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Statement of the problem. The influence of a ground brace with a spacer attached to the pile trunk on the movement and bearing capacity of piles under horizontal loads is investigated and the results obtained during the experiment are compared with the test results of a single pile. Results. A noticeable effect of the presence of a bed on the movement of the pile foundation has been es-tablished. With equal loads, piles with a bed have horizontal movement and the angle of rotation of the pile head is up to 2 & DIVIDE;3 times less than those without a bed. An increase in the length of the strut leads to a decrease in the horizontal movement of the pile head up to 1.6 times and the angle of rotation up to 1.9 times compared to that with a bed, but without a strut. The bearing capacity of a pile with a bed in-creases up to 1.66 times with an increase in the length of the spacer from 0 to 3d, where d is the diameter of the cross-section of the pile. Conclusions. The dependence of the increase in the bearing capacity of the pile on the presence of a bed with a spacer was experimentally verified. The test results demonstrate a considerable ffect of the pres-ence of a bed with a spacer on the horizontal and vertical movements of the pile, as well as on the de-crease in the angle of rotation of the pile head.
引用
收藏
页码:6 / 15
页数:10
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