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Published in:
Introduction: Physical Modeling and Material Testing Read chapter Read first chapter

2014 | OriginalPaper | Chapter

https://static-content.springer.com/image/chp%3A10.1007%2F978-3-319-05050-8_6/MediaObjects/319773_1_En_6_Figa_HTML.gif Effect of Vertical Load on Shear Characteristics of Micro-Piles in Landslide

Authors : ShuFeng Wang, YuePing Yin

Published in: Landslide Science for a Safer Geoenvironment

Publisher: Springer International Publishing

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Abstract

In recent years, micro-pile has been widely applied to landslide treatment engineering due to its advantages in application and construction. Its engineering effect is quite evident. At present, some researchers focus on studying the effects and failure mode of micro-pile in landslide reinforcement. However, only few of them discussed how the pile works with shearing force and vertical load. By numerical simulations, a part of which were compared with the results from large-scale physical model tests, effects of vertical load on shear characteristics of micro-piles in landslide were analyzed. Each row of piles simultaneously sheared with vertical loads, which played an active role in increasing anti-sliding force. According to the analysis, the four rows of piles, installed close to trailing edge, were mainly affected by compression, comparing to the rows installed in front, which are affected with tension.

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previous chapter Study on the Microscopic Structure Characteristics of the Gray Matter Slate
next chapter Geotechnical Centrifuge Modelling for Rock Slope Failure: A Brief Overview
Literature
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Xiao WM (2008) Study on anti-sliding mechanism of micro-pile structure. MS thesis, Southwest Jiaotong University, ChengDu, China, p 16
Yan JK (2010) Model test study on micropiles in landslide reinforcement. DR thesis, Chang’an University, Xi’an, China, pp 71–98
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Metadata
Title
Effect of Vertical Load on Shear Characteristics of Micro-Piles in Landslide
Authors
ShuFeng Wang
YuePing Yin
Copyright Year
2014
Book
Landslide Science for a Safer Geoenvironment

Print ISBN: 978-3-319-05049-2

Electronic ISBN: 978-3-319-05050-8

Copyright Year: 2014

DOI
https://doi.org/10.1007/978-3-319-05050-8_6