Centrifugal model test study on deformation characteristics of deep, thick fillings in giant karst cave tunnels under different construction processes

Author:

Su Rui,Su Qian,Dong Minqi,He Chenfang,Zheng Yuchao,Wang Xun,Pei Yanfei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference24 articles.

1. Centrifuge model test on the performance of geogrid-reinforced and pile-supported embankment over soft soil;Feng;Soil Mech Found Eng,2020

2. The influence of different karst cave filling material strengths on stratum stability during shield tunneling;Fang;Geotechnical And Geological Engineering,2023

3. Numerical study on settlement of high-fill airports in collapsible loess geomaterials: a case study of Lüliang Airport in Shanxi Province;Jie;China Journal of Central South University,2021

4. Koo JaKap, Oh Jeong-Tae. (2008). Prediction and Assessment on Consolidation Settlement for Soft Ground by Hydraulic Fill. Journal of the Korean Geotechnical Society 24(9),33-40. https://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART001285831.

5. Review of wetting-induced collapse in compacted soil;Lawton;J Geotech Eng,1992

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