Rock-socket pile design predominantly depends on the shaft resistance to support the load
at the serviceability state. However, due to limited understanding of the pile–rock …

Based on the random distribution patterns of rock fragmentation (RF), a concrete–rock shear
model (CRSM) considering RF was developed through the application of statistical theory …

This paper presents the details of an experimental and numerical analysis performed on two
1.0 m and one 0.9 m diameter bored piles socketed in the conglomerate rock mass. The …

This paper investigates the bearing behavior of axially loaded rock socketed piles in
limestone stratum embedded with a karst cavity beneath the pile. The pile foundation …

After layered dynamic compaction (DC) treatment in a mountainous area with deep backfill
in Chongqing, China, a series of pile tests and analyses were conducted to evaluate the …

The frictional capacity of pile–cemented soil interface is similar to the frictional capacity of
pile–rock interface as the strength of cemented soil is close to the strength of soft rock. A …

This paper presents results from geotechnical centrifuge tests of tunnelling in dry dense
sand beneath loaded non-displacement piles, focusing on the effect of a pile cap …

摘要针对桩端采空区对嵌岩桩的设计(如承载性能和长期服役性能) 提出的挑战,
以杜家山特大桥采空区嵌岩桩为原型, 进行缩尺模型试验, 研究采空区到桩端不同距离以及采空 …

The increasing demand for infrastructure space in urban areas presents enormous
prospects and challenges for the expansion and utilisation of underground spaces. Tunnels …

The response of axially loaded Rock-Socketed Piles (RSPs) has been extensively studied
during the past. Most previous works focused on the behavior of smooth RSPs; however, our …