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보강재 길이에 따른 모형 보강토 옹벽의 거동에 관한 연구
최규리(Kyu-Lee Choi),오성실(Sung-Sil Oh),이석원(Seok-Won Lee),노기돈(Gi-don No),박보형(Bo-Hyeong Park),김진용(Jin-Yong Kim),안준(June An),최성룡(Seong-Ryong Choi),원명수(Myung-Soo Won) 한국지반신소재학회 2013 한국지반신소재학회 학술발표회 Vol.2013 No.11
A serious of test were conducted to examine the effects of the reinforcement length to the geosynthetic reinforced soil (GRS) wall models. The strength for the GRS wall with increased reinforcement length was improved. The failure in GRS wall models shows ductile behavior however the failure in unreinforced wall model shows inelastic behavior.