2006•Rock and Soil MechanicsRequires access

Experimental study on negative skin friction resistance on piles in collapsible loess area

XU Ri-qing

Open publisher page 1 citations

Abstract

As it has long been recognized that negative skin friction resistance most possibly exists on piles when the soil around pile move downward relative to the pile,especially in collapsible loess in Northwest China.Once it is disposed improperly,the pile foundation will lose its efficacy.So to determine the distribution law of the negative skin friction is of important practical significance in engineering.Concerning the many factors,which always influence the disiribution and numerical value of negative skin friction, the field immersion test under static load is still the most effective method in measuring the negative friction.Combined with the experiment of foundation disposal of a power plant in Shanxi Province,the distribution law of negative friction and the influence of collapsible deformation on the bearing capacity of piles are analyzed;and some beneficial results are obtained through these analysis, that will provide instruction for the engineering application.

About this research paper

What this paper is about

As it has long been recognized that negative skin friction resistance most possibly exists on piles when the soil around pile move downward relative to the pile,especially in collapsible loess in Northwest China.Once it is disposed improperly,the pile foundation will lose its efficacy.So to determine the distribution law of the negative skin friction is of important practical significance in engineering.Concerning the many factors,which always influence the disiribution and numerical value of negative skin friction, the field immersion test under static load is still the most effective method in measuring the negative friction.Combined with the experiment of foundation disposal of a power plant in Shanxi Province,the distribution law of negative friction and the influence of collapsible deformation on the bearing capacity of piles are analyzed;and some beneficial results are obtained through these analysis, that will provide instruction for the engineering application.

Why it matters

OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

As it has long been recognized that negative skin friction resistance most possibly exists on piles when the soil around pile move downward relative to the pile,especially in collapsible loess in Northwest China.Once it is disposed improperly,the pile foundation will lose its efficacy.So to determine the distribution law of the negative skin friction is of important practical significance in engineering.Concerning the many factors,which always influence the disiribution and numerical value of negative skin friction, the field immersion test under static load is still the most effective method in measuring the negative friction.Combined with the experiment of foundation disposal of a power plant in Shanxi Province,the distribution law of negative friction and the influence of collapsible deformation on the bearing capacity of piles are analyzed;and some beneficial results are obtained through these analysis, that will provide instruction for the engineering application.

Key concepts: Pile, Geotechnical engineering, Parasitic drag, Loess, Foundation (evidence), Bearing capacity, Geology, Deformation (meteorology)

Related papers

Back to paper searchBrowse research topicsOriginal source
Experimental study on negative skin friction resistance on piles in collapsible loess area — Research Paper | ScholarLens