Synapse
⌘+K
Synapse
PulseExploreClubsResearchersJournals
Instagram
HomeClubsExplore
May 1, 2024Journal of EngineeringOpen Access

Enhancing the Ability of the Square Footing to Resist Positive and Negative Eccentric-inclined Loading Using an Inclined Skirt

View Full Paper
Ask AI
Bookmark
Share

Authors

GAGhazwan Salah AlhalbusiAAA’amal A. H. Al-Saidi

Discussion

Loading...

Member takes

Overview

Key Points

Key points are not available for this paper at this time.

Cite This Study

Alhalbusi et al. (2024) studied this question.

synapsesocial.com/papers/68e6c4bab6db643587643c8chttps://doi.org/10.31026/j.eng.2024.05.12
View Full Paper
Ask AI
Bookmark
Share

Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Modifying the capacity of shallow foundations to resist uplift forces using structural skirts as a promising alternative to using piles2026
  2. 2Improving the uplift capacity performance of the structural skirt foundation by enhancing its properties2026
  3. 3Optimal Design of Ring Footing on Reinforced Sandy Soil under Eccentric-Inclined Loads2026 · 1 citations
  4. 4Model testing and response surface investigation of eccentric loading on closely spaced strip footings2025
  5. 5Effect of Footing Shape on the Rocking Behavior of Shallow Foundations2024 · 3 citations