• Search Research Projects
  • Search Researchers
  • How to Use
  1. Back to project page

2015 Fiscal Year Final Research Report

Swelling and shear properties of friction-reducing polymer and prevention of ground deformation due to pull-out of temporary sheet piles

Research Project

  • PDF
Project/Area Number 25420499
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeMulti-year Fund
Section一般
Research Field Geotechnical engineering
Research InstitutionShinshu University

Principal Investigator

UMEZAKI Takeo  信州大学, 学術研究院工学系, 教授 (50193933)

Co-Investigator(Kenkyū-buntansha) HINO Takenori  佐賀大学, 低平地沿岸海域研究センター, 教授 (20295033)
KAWAMURA Takashi  信州大学, 学術研究院工学系, 准教授 (50324231)
Project Period (FY) 2013-04-01 – 2016-03-31
Keywords地盤工学 / 土留め工 / 鋼矢板 / 周面摩擦 / 地盤変状 / 吸水性高分子 / 拘束圧 / 土中水のイオン成分
Outline of Final Research Achievements

(1) The ion concentration was investigated for the cement improved ground. Furthermore, simple swelling tests were carried out and the water-absorbing ratio, Ramax, of the friction-reducing polymer (FC agent) in aqueous solution of various metal ion was evaluated. (2) Swelling and permeability test for pure water, artificial sea water, and cement water under confining pressure, p', were conducted. The relations of Ramax, p' and the coefficient of permeability, k, were evaluated. The value of k is very small; the FC agent is impermeable material. (3) The friction angle of FC agent obtained from box shear test is δ=1°(c’=0) which is strength parameter related to effective stress. Moreover, the friction angle on the contact surface between soil materials and FC agent is also δ'=1-3°(c’=0). (4) The settlement of ground surface due to pulling out of sheet piles coated with FC agent is small, and the influence range can be evaluated about 45°from lower end of the steel sheet pile.

Free Research Field

地盤・環境地盤工学

URL: 

Published: 2017-05-10  

Information User Guide FAQ News Terms of Use Attribution of KAKENHI

Powered by NII kakenhi