Mitigation of ground shock effects on buried structures - Advantages of unsaturated ground

Eng Choon Leong*, Sarma Anand, Chee Hiong Lim

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Going underground has been proven an effective defense strategy. However, defense structures below the ground need to be designed for ground shock loading. In Singapore, two thirds of the land area is covered by residual soils which are mostly unsaturated. But soil moisture condition in a tropical country like Singapore can alternate between dry and wet conditions. This paper summarizes the findings of a series of small-scale field tests to investigate the effects of degree of saturation on ground shock. A new perspective is presented which will help in developing technologies to mitigate ground shock effects on underground structures in future.

Original languageEnglish
Title of host publicationPerformance, Protection and Strengthening of Structures under Extreme Loading
Pages740-745
Number of pages6
DOIs
Publication statusPublished - 2011
Externally publishedYes
Event3rd International Workshop on Performance, Protection and Strengthening of Structures under Extreme Loading, PROTECT2011 - Lugano, Switzerland
Duration: Aug 30 2011Sept 1 2011

Publication series

NameApplied Mechanics and Materials
Volume82
ISSN (Print)1660-9336
ISSN (Electronic)1662-7482

Conference

Conference3rd International Workshop on Performance, Protection and Strengthening of Structures under Extreme Loading, PROTECT2011
Country/TerritorySwitzerland
CityLugano
Period8/30/119/1/11

ASJC Scopus Subject Areas

  • General Engineering

Keywords

  • Buried structures
  • Ground shock
  • Peak stresses
  • Scaled distance
  • Unsaturated soils

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