In this study, a multivariate adaptive regression splines (MARS) model has been developed
to predict the settlement of shallow reinforced sandy soil foundations (RSSFs). The potential …

This research study aims at investigating the potential benefits of using the reinforcement to
improve the bearing capacity and reduce the settlement of shallow foundations. To …

In the past, several experimental and theoretical studies have been carried out to evaluate
the ultimate bearing capacity (UBC) of geosynthetic-reinforced sandy soil foundations …

Stone column is one of the soil stabilizing methods that is used to increase bearing capacity
and decrease the settlement of soft soils. Reinforced and unreinforced granular blankets are …

The interaction of closely-spaced footings on soils is of concern for recent decades. The
inherent variability of soil makes the topic more challenging. This study investigates the …

This paper aims to investigate the likely effects of geogrid reinforcement configuration on
footings bearing capacity. Using geogrids reinforcement layers with certain total areas in …

Experimental investigation was carried out on a strip rigid footing resting on homogeneous
and reinforced collapsible soils and subjected to inundation due to groundwater rise. The …

The effect of soil friction angle value on the optimal embedment depth of a single
geosynthetic reinforcement layer in granular foundations was investigated with a numeric …

基于目前国内外文献对加筋地基承载力的研究成果, 总结了加筋地基承载力的影响因素及其影响
规律, 并基于已有文献的研究成果得到了最优加筋参数的建议取值范围. 对目前加筋地基的破坏 …

摘要石柱是稳定土壤的方法之一, 用以增加承载能力和减少软土的沉降. 增强和非增强颗粒覆盖
现在也被用以解决软土问题. 本文采用缩小物理模型, 研究石柱, 颗粒覆盖和两者组合在增强和非 …