바로가기메뉴

본문 바로가기 주메뉴 바로가기

(사)한국터널지하공간학회

Evaluation of applicability of xanthan gum as eco-friendly additive for EPB shield TBM soil conditioning

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2024, v.26 no.3, pp.209-222
https://doi.org/10.9711/KTAJ.2024.26.3.209
Suhyeong Lee
CHOI, HANGSEOK
Kibeom Kwon
Byeonghyun Hwang
  • Downloaded
  • Viewed

Abstract

The Earth Pressure Balance (EPB) shield Tunnel Boring Machine (TBM) is widely used for underground tunnel construction for its advantages, such as eliminating the need for additional facilities compared to the slurry shield TBM, which requires Slurry Treatment Plant (STP). During EPB shield TBM excavation, a soil conditioning technique is employed to enhance the physical properties of the excavated soil by injecting additives, thus broadening the range of applicable ground conditions to EPB shield TBMs. This study explored the use of xanthan gum, a type of biopolymer, as an alternative to the commonly used polymer additive. Biopolymers, derived from biological sources, are fully biodegradable. In contrast to traditional polymers such as polyacrylic acid, which contain environmentally harmful components, xanthan gum is gaining attention as an eco-friendly material due to its minimal toxicity and environmental impact. Test conditions with similar workability were established through slump tests, and the rheological characteristics were assessed using a laboratory pressurized vane shear test apparatus. The experiments demonstrated that, despite exhibiting similar workability, the peak strength in the flow curve decreased with increasing the content of xanthan gum. Consequently, a correlation between the xanthan gum content and peak strength was established. Replacing the traditional polymers with xanthan gum could enable stable EPB shield TBM operation by reducing equipment load, in addition to offering environmental benefits.

keywords
EPB shield TBM, Soil conditioning, Biopolymer, Xanthan gum, Rheological properties, 토압식 쉴드 TBM, 쏘일 컨디셔닝, 바이오폴리머, 잔탄검, 유동학적 특성

(사)한국터널지하공간학회