The Optimum Distance of Roof Umbrella Method for Soft Ground by Using PFC

Doi, Yusuke; Otani, Tatsuhiko; Shinji, Masato

doi:10.3850/9789810844554-0102

Cited by 1 publication

(3 citation statements)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…These two parameters determine the residual space between the pipes. Doi et al [23], investigated the effect of inter-pipe spacing using discrete element method and PFC2D software. In another study by Shinji et al [23], A large-scale umbrella method is simulated in the laboratory with a three-dimensional numerical finite element method to investigate the mechanism of consolidation and improvement of the design method.…”

Section: Introductionmentioning

confidence: 99%

“…Doi et al [23], investigated the effect of inter-pipe spacing using discrete element method and PFC2D software. In another study by Shinji et al [23], A large-scale umbrella method is simulated in the laboratory with a three-dimensional numerical finite element method to investigate the mechanism of consolidation and improvement of the design method. Doi et al [23], after modeling, showed the relationship between adhesion, internal friction angle, distance between pipes and arch height.…”

Section: Introductionmentioning

confidence: 99%

“…In another study by Shinji et al [23], A large-scale umbrella method is simulated in the laboratory with a three-dimensional numerical finite element method to investigate the mechanism of consolidation and improvement of the design method. Doi et al [23], after modeling, showed the relationship between adhesion, internal friction angle, distance between pipes and arch height. Junijah et al [25], conducted studies on the physical modeling of the umbrella arch method using centrifuges to investigate the effect of umbrella arch length on subsidence.…”

Section: Introductionmentioning

confidence: 99%

See 2 more Smart Citations

Using Umbrella Arch Method in Design of Tunnel Lining, Case Study: Water Transfer Tunnel of Kani-sib, Urmia lake

Pashaye

Moradinia

Ferdousi

2021

NMCE

View full text Add to dashboard Cite

The access tunnel of the Urmia Lake for water transfer and restoration project (Kani Sib) is located in the south of West Azerbaijan Province, Iran. Part of this tunnel is located on weak and very loose soil, which in some areas, cannot be stabilized, despite the use of step drilling, and may lead to ceiling collapse, face collapse and even deformation in support system. In these cases, it is necessary to adopt the pre-support method of the umbrella arch. Tunnel stability analysis is one of the important factors in tunnel design and support system. Indeed, the type of support system is chosen according to the required stability and permitted displacement for the tunnel. In the present article, first the permitted displacement for the tunnel is calculated by Sakurai correlation. Then, the ground reaction curve is plotted using the numerical method of finite difference, namely, FLAC3D software, and the convergenceconfinement method (CCM) is used to determine the acting instant for the support system. Finally, the safety level of the proposed support system is investigated considering different safety factors. The results of this study indicate that the Sakurai displacement correlation is more reliable than the other graphs presented. The results derived from numerical modeling are verified accurately against visual observation and instrumentation results. A suitable umbrella arch pre-support system with Lattice and Shotcrete support system is recommended. The umbrella arch pre-support system encompasses forepoling pipes of 90 mm diameter with 9 m in length and 2.5 m in overlap length.

show abstract

Section: Introductionmentioning

confidence: 99%