In geotechnical engineering, the skirt shape is used to improve the load-settlement characteristics of eccentrically loaded shallow footings. The vertical and horizontal insertions of the rigid footing yield extra resistance for overturning and sliding caused by eccentricity. Different settlements and tilts in the footings can be formed by these types of loadings. In this study, the ultimate loads of the skirted footings were experimentally investigated. Different combinations of skirt-structured footings (produced with vertical/inclined insertions and toes) were studied with laboratory model tests in loose and dense sand soil conditions. The test results were then compared with various bearing capacity equations and were determined to be consistent in general. A total of 96 test results showed that the additional skirted parts of the footing increase the ultimate loads. The higher load eccentricity results in a decrease in the ultimate loads of the strip footing.

在岩土工程中，裙边形状用于改善偏心受载浅基础的荷载沉降特性。刚性基脚的垂直和水平插入为偏心引起的倾覆和滑动产生额外的阻力。这些类型的载荷可以在地基中形成不同的沉降和倾斜。在这项研究中，对裙边基础的极限载荷进行了实验研究。在松散和致密的沙土条件下，通过实验室模型测试研究了裙边结构基础的不同组合（由垂直/倾斜插入物和脚趾制成）。然后将测试结果与各种承载力方程进行比较，并确定总体上是一致的。总共 96 个测试结果表明，基础的附加裙边部分增加了极限载荷。较高的载荷偏心导致带钢基础的极限载荷降低。