Laboratory Model Tests on Consolidation Performance of Soil Column with Drained-Timber Rod

Timber pile is an ancient technology applied in soft ground improvement for more than 1000 years. With the rise of many high-rise buildings, many types of modern mechanized-construction piles are widely developed and applied; for example, steel pile, precast concrete pile, sand pile, and gravel pile...

Full description

Saved in:
Bibliographic Details
Main Authors: X. J. Chai, K. Deng, C. F. He, Y. F. Xiong
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/6698894
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832555055098626048
author X. J. Chai
K. Deng
C. F. He
Y. F. Xiong
author_facet X. J. Chai
K. Deng
C. F. He
Y. F. Xiong
author_sort X. J. Chai
collection DOAJ
description Timber pile is an ancient technology applied in soft ground improvement for more than 1000 years. With the rise of many high-rise buildings, many types of modern mechanized-construction piles are widely developed and applied; for example, steel pile, precast concrete pile, sand pile, and gravel pile are widely used instead of timber piles. Yet, in some special conditions, timber piles have certain advantages due to their environment-friendly characteristics, which result in obvious economic benefits and suitability. To overcome the weakness of the traditional timber pile technology and expand its application in engineering practice, a drained-timber pile technique was put forward. This technology is to wrap the permeable filter-type drainage geotextile around the timber pile, so that the timber pile not only has the replacement function to strengthen the foundation but also has the drainage function, can accelerate the pore water discharge, and speeds up the soft soil foundation consolidation. The reduced scale soil-column consolidation model was designed to perform the consolidation tests for the soil column with a drained-timber rod. In total, eight types of soil-column consolidation tests were carried out to verify the feasibility and effectiveness of the drained-timber pile technique. The results revealed that, under the same loading and consolidation time, the drained-timber rod can obviously increase the degree of consolidation when compared with traditional timber rod. It can be expected that the drained-timber pile technique has a good application prospect for the construction of medium-small hydraulic structures and for the treatment of super soft clay.
format Article
id doaj-art-6d79e129773e4647b42b0fb877f5bd9e
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-6d79e129773e4647b42b0fb877f5bd9e2025-02-03T05:49:48ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/66988946698894Laboratory Model Tests on Consolidation Performance of Soil Column with Drained-Timber RodX. J. Chai0K. Deng1C. F. He2Y. F. Xiong3School of Civil & Architecture Engineering, East China University of Technology, Nanchang, Jiangxi, ChinaSchool of Civil & Architecture Engineering, East China University of Technology, Nanchang, Jiangxi, ChinaSchool of Civil & Architecture Engineering, East China University of Technology, Nanchang, Jiangxi, ChinaSchool of Civil & Architecture Engineering, East China University of Technology, Nanchang, Jiangxi, ChinaTimber pile is an ancient technology applied in soft ground improvement for more than 1000 years. With the rise of many high-rise buildings, many types of modern mechanized-construction piles are widely developed and applied; for example, steel pile, precast concrete pile, sand pile, and gravel pile are widely used instead of timber piles. Yet, in some special conditions, timber piles have certain advantages due to their environment-friendly characteristics, which result in obvious economic benefits and suitability. To overcome the weakness of the traditional timber pile technology and expand its application in engineering practice, a drained-timber pile technique was put forward. This technology is to wrap the permeable filter-type drainage geotextile around the timber pile, so that the timber pile not only has the replacement function to strengthen the foundation but also has the drainage function, can accelerate the pore water discharge, and speeds up the soft soil foundation consolidation. The reduced scale soil-column consolidation model was designed to perform the consolidation tests for the soil column with a drained-timber rod. In total, eight types of soil-column consolidation tests were carried out to verify the feasibility and effectiveness of the drained-timber pile technique. The results revealed that, under the same loading and consolidation time, the drained-timber rod can obviously increase the degree of consolidation when compared with traditional timber rod. It can be expected that the drained-timber pile technique has a good application prospect for the construction of medium-small hydraulic structures and for the treatment of super soft clay.http://dx.doi.org/10.1155/2021/6698894
spellingShingle X. J. Chai
K. Deng
C. F. He
Y. F. Xiong
Laboratory Model Tests on Consolidation Performance of Soil Column with Drained-Timber Rod
Advances in Civil Engineering
title Laboratory Model Tests on Consolidation Performance of Soil Column with Drained-Timber Rod
title_full Laboratory Model Tests on Consolidation Performance of Soil Column with Drained-Timber Rod
title_fullStr Laboratory Model Tests on Consolidation Performance of Soil Column with Drained-Timber Rod
title_full_unstemmed Laboratory Model Tests on Consolidation Performance of Soil Column with Drained-Timber Rod
title_short Laboratory Model Tests on Consolidation Performance of Soil Column with Drained-Timber Rod
title_sort laboratory model tests on consolidation performance of soil column with drained timber rod
url http://dx.doi.org/10.1155/2021/6698894
work_keys_str_mv AT xjchai laboratorymodeltestsonconsolidationperformanceofsoilcolumnwithdrainedtimberrod
AT kdeng laboratorymodeltestsonconsolidationperformanceofsoilcolumnwithdrainedtimberrod
AT cfhe laboratorymodeltestsonconsolidationperformanceofsoilcolumnwithdrainedtimberrod
AT yfxiong laboratorymodeltestsonconsolidationperformanceofsoilcolumnwithdrainedtimberrod