Strength and Solidification Mechanism of Silt Solidified by Polyurethane

To determine the mechanism and strength characteristics of solidification of silt by a permeable polyurethane grouting material, the effects of polymer content, soil moisture, and immersion time on the unconfined compressive strength (UCS) of the silt have been studied. The results showed that the p...

Full description

Saved in:
Bibliographic Details
Main Authors: Fengyuan Li, Chaojie Wang, Yangyang Xia, Yanjie Hao, Peng Zhao, Mingsheng Shi
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8824524
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832551002083950592
author Fengyuan Li
Chaojie Wang
Yangyang Xia
Yanjie Hao
Peng Zhao
Mingsheng Shi
author_facet Fengyuan Li
Chaojie Wang
Yangyang Xia
Yanjie Hao
Peng Zhao
Mingsheng Shi
author_sort Fengyuan Li
collection DOAJ
description To determine the mechanism and strength characteristics of solidification of silt by a permeable polyurethane grouting material, the effects of polymer content, soil moisture, and immersion time on the unconfined compressive strength (UCS) of the silt have been studied. The results showed that the permeable polymer grouting material can significantly improve the performance of silt: (1) A higher amount of polymer produced a greater strength in the solidified soil. (2) The strength of the solidified soil increased as the immersion time was increased. (3) Moisture in the soil was not conducive to improving the strength of the solidified soil. The X-ray diffraction (XRD) and energy-dispersive spectroscopy (EDS) have proven that polyurethane does not react with the silt, but they could improve the strength of the silt through physical action. Mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM) were performed to find that polymers can reduce soil porosity, and the addition of polyurethane improved the strength of the silt mainly through adhesion, wrapping, filling, and bridging.
format Article
id doaj-art-bb29b9a3fd7d43fe87dba89b8c6d8629
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2020-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-bb29b9a3fd7d43fe87dba89b8c6d86292025-02-03T06:05:17ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88245248824524Strength and Solidification Mechanism of Silt Solidified by PolyurethaneFengyuan Li0Chaojie Wang1Yangyang Xia2Yanjie Hao3Peng Zhao4Mingsheng Shi5School of Water Science and Engineering, Zhengzhou University, Zhengzhou 450000, ChinaSchool of Water Science and Engineering, Zhengzhou University, Zhengzhou 450000, ChinaSchool of Water Science and Engineering, Zhengzhou University, Zhengzhou 450000, ChinaSchool of Water Science and Engineering, Zhengzhou University, Zhengzhou 450000, ChinaSchool of Water Science and Engineering, Zhengzhou University, Zhengzhou 450000, ChinaSchool of Water Science and Engineering, Zhengzhou University, Zhengzhou 450000, ChinaTo determine the mechanism and strength characteristics of solidification of silt by a permeable polyurethane grouting material, the effects of polymer content, soil moisture, and immersion time on the unconfined compressive strength (UCS) of the silt have been studied. The results showed that the permeable polymer grouting material can significantly improve the performance of silt: (1) A higher amount of polymer produced a greater strength in the solidified soil. (2) The strength of the solidified soil increased as the immersion time was increased. (3) Moisture in the soil was not conducive to improving the strength of the solidified soil. The X-ray diffraction (XRD) and energy-dispersive spectroscopy (EDS) have proven that polyurethane does not react with the silt, but they could improve the strength of the silt through physical action. Mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM) were performed to find that polymers can reduce soil porosity, and the addition of polyurethane improved the strength of the silt mainly through adhesion, wrapping, filling, and bridging.http://dx.doi.org/10.1155/2020/8824524
spellingShingle Fengyuan Li
Chaojie Wang
Yangyang Xia
Yanjie Hao
Peng Zhao
Mingsheng Shi
Strength and Solidification Mechanism of Silt Solidified by Polyurethane
Advances in Civil Engineering
title Strength and Solidification Mechanism of Silt Solidified by Polyurethane
title_full Strength and Solidification Mechanism of Silt Solidified by Polyurethane
title_fullStr Strength and Solidification Mechanism of Silt Solidified by Polyurethane
title_full_unstemmed Strength and Solidification Mechanism of Silt Solidified by Polyurethane
title_short Strength and Solidification Mechanism of Silt Solidified by Polyurethane
title_sort strength and solidification mechanism of silt solidified by polyurethane
url http://dx.doi.org/10.1155/2020/8824524
work_keys_str_mv AT fengyuanli strengthandsolidificationmechanismofsiltsolidifiedbypolyurethane
AT chaojiewang strengthandsolidificationmechanismofsiltsolidifiedbypolyurethane
AT yangyangxia strengthandsolidificationmechanismofsiltsolidifiedbypolyurethane
AT yanjiehao strengthandsolidificationmechanismofsiltsolidifiedbypolyurethane
AT pengzhao strengthandsolidificationmechanismofsiltsolidifiedbypolyurethane
AT mingshengshi strengthandsolidificationmechanismofsiltsolidifiedbypolyurethane