Study on Soil Spring Model for Pipe and Silty Clay Interaction Based on Physical Model Test

The previous soil spring model cannot describe the nonlinear characteristics of soil in elastic stage, and there are some shortcomings in the selection of soil spring parameters in some published codes. Meanwhile, the literatures about the spring model for pipe and silty clay interaction are rare. T...

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Main Authors: Liyun Li, Junyan Han, Xiangjian Wang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/2838605
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author Liyun Li
Junyan Han
Xiangjian Wang
author_facet Liyun Li
Junyan Han
Xiangjian Wang
author_sort Liyun Li
collection DOAJ
description The previous soil spring model cannot describe the nonlinear characteristics of soil in elastic stage, and there are some shortcomings in the selection of soil spring parameters in some published codes. Meanwhile, the literatures about the spring model for pipe and silty clay interaction are rare. Thus, a series of pipe-silty clay interaction tests are conducted, and some corresponding experimental results are obtained. The effects of soil properties, pipe diameter, and embedment depth on the horizontal resistance of soil are studied. Based on the experimental results, the failure modes of soil are analysed, and a formula to calculate the peak resistance of soil and the corresponding displacement to peak resistance are proposed. Finally, a method to describe the nonlinear spring stiffness coefficient of silty clay is recommended.
format Article
id doaj-art-2bfeb253f86d404690dbbd175c475553
institution Kabale University
issn 1687-8434
1687-8442
language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-2bfeb253f86d404690dbbd175c4755532025-02-03T06:01:16ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/28386052838605Study on Soil Spring Model for Pipe and Silty Clay Interaction Based on Physical Model TestLiyun Li0Junyan Han1Xiangjian Wang2Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, ChinaKey Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, ChinaInstitute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, ChinaThe previous soil spring model cannot describe the nonlinear characteristics of soil in elastic stage, and there are some shortcomings in the selection of soil spring parameters in some published codes. Meanwhile, the literatures about the spring model for pipe and silty clay interaction are rare. Thus, a series of pipe-silty clay interaction tests are conducted, and some corresponding experimental results are obtained. The effects of soil properties, pipe diameter, and embedment depth on the horizontal resistance of soil are studied. Based on the experimental results, the failure modes of soil are analysed, and a formula to calculate the peak resistance of soil and the corresponding displacement to peak resistance are proposed. Finally, a method to describe the nonlinear spring stiffness coefficient of silty clay is recommended.http://dx.doi.org/10.1155/2021/2838605
spellingShingle Liyun Li
Junyan Han
Xiangjian Wang
Study on Soil Spring Model for Pipe and Silty Clay Interaction Based on Physical Model Test
Advances in Materials Science and Engineering
title Study on Soil Spring Model for Pipe and Silty Clay Interaction Based on Physical Model Test
title_full Study on Soil Spring Model for Pipe and Silty Clay Interaction Based on Physical Model Test
title_fullStr Study on Soil Spring Model for Pipe and Silty Clay Interaction Based on Physical Model Test
title_full_unstemmed Study on Soil Spring Model for Pipe and Silty Clay Interaction Based on Physical Model Test
title_short Study on Soil Spring Model for Pipe and Silty Clay Interaction Based on Physical Model Test
title_sort study on soil spring model for pipe and silty clay interaction based on physical model test
url http://dx.doi.org/10.1155/2021/2838605
work_keys_str_mv AT liyunli studyonsoilspringmodelforpipeandsiltyclayinteractionbasedonphysicalmodeltest
AT junyanhan studyonsoilspringmodelforpipeandsiltyclayinteractionbasedonphysicalmodeltest
AT xiangjianwang studyonsoilspringmodelforpipeandsiltyclayinteractionbasedonphysicalmodeltest