PulseExploreJournal ClubResearchersJournals
Instagram
HomeJournal ClubExplore
Synapse
⌘+K
Synapse
September 10, 2025Advances in Civil EngineeringOpen Access

Mechanical Behavior of a Deep‐Buried Soft Soil Conveyance Tunnel Crossing Soft‐Hard Soil Layers Under High‐Pressure Water Conditions

View Full Paper
Ask AI
Bookmark
Share

Authors

HLHao LiuZLZonglong LiZHZhongbiao He

Discussion

Loading...

Member takes

Overview

Numerical analysis shows stress distribution variations in water conveyance tunnels, indicating design adjustments may enhance structural integrity.

Key Points

  • Lining segments experience maximum external water pressure under an empty case, affecting structural integrity.
  • Transitional dynamics lead to uniform stress distribution and highlight critical weak points in the lining bolts.
  • Cross-layer stratum shows the largest deformations, emphasizing the importance of geological conditions during design.
  • Segment assembly angles significantly influence structural stress, suggesting optimization in tunnel design.

Cite This Study

Liu et al. (2025) studied this question.

synapsesocial.com/papers/68c1b35454b1d3bfb60e9d1ehttps://doi.org/10.1155/adce/2143855
View Full Paper
Ask AI
Bookmark
Share

Also Consider

Synapse has enriched 2 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Analytical Solution for Lined Circular Water Conveyance Tunnels under the Action of Internal and External Hydraulic Pressure2024 · 4 citations
  2. 2Longitudinal Mechanical Properties of Shield Tunnels Crossing Soft and Hard Mutation Strata2023 · 5 citations