Analysis of Load-Settlement Curve Based on Load Transfer at Pile-Soil Interface

Abstract

A field pile loading test was carried out on the Peshawar–Karachi Motorway (PKM) project in Pakistan to show the settling mechanism of bored pile foundation in pulverized soil and the force characteristics of frictional resistance at the pile-soil interface. The changes in pile lateral frictional resistance and pile settlement during the loading-unloading process of test piles were measured and analyzed, as well as the load-settlement distribution characteristics of test piles in different soil layers, the distribution of test pile internal forces, and the changes in pile-soil relative displacement. It was established that there was considerable deterioration of pile lateral frictional resistance and residual deformation of pile tip displacement throughout the test pile load-settlement process, and the association between the pile-soil interface frictional resistance and pile-soil relative displacement was addressed. The results reveal that the frictional resistance at the pile-soil interface is directly connected to the nature of the soil layer, with a positive connection between the natural density, specific gravity, compression deformation, and the plastic index under immediate load, and a negative correlation between the natural moisture content, compression coefficient, and settlement variations after unloading. The load-settlement of the pile rose in a non-linear proportion during the loading-unloading operation, with a maximum settlement value at the pile top of 8.14 mm and a residual deformation at the pile bottom of 1.94 mm. The frictional resistance of the pile perimeter was distributed non-linearly throughout the pile depth, and the frictional resistance of the pile-soil interface was severely deteriorated at an embedded depth of 15 m, with the degradation degree of the silty soil layer being significantly smaller than that of the silty clay soil. The relative pile-soil displacement was positively linked with the lateral frictional resistance of the pile under the same load, and the correlation coefficient in silty soil was much greater than that in sandy soil.

Green environmental static pressed pile penetration mechanism based on FBG-MEMS joint test technology

“…Therefore, the study of the stress changes at the pile soil interface during the penetration of jacked piles has become the primary issue in the study of jacked pile technology, to study the problem of pile-soil interface (Ma et al 2022;Ding et al 2021;Yazdani et al 2019;Ding et al 2020;Yang et al 2022), first, we should understand the interaction between the structure and soil under the influence of external conditions (Ahn et al 2021;Li et al 2017;Tran et al 2022), mechanical properties between different soils and piles under different factors Soundara et al 2017;Song et al 2022;Ai et al 2021;Liu et al 2019;Peng et al 2014;Goit et al 2021;Jin et al 2022), and use numerical simulation for analysis (Li et al 2021;Bao et al 2022;Lee et al 2012).…”