A platform for research: civil engineering, architecture and urbanism
Liquefaction resistance and earthquake-induced settlement of granular soil deposits stabilized by gravel drains
Liquefaction resistance and earthquake-induced settlement of granular soil deposits stabilized by gravel drains
Liquefaction resistance and earthquake-induced settlement of granular soil deposits stabilized by gravel drains
Mesri, G. (author) / Shahien, M. M. (author) / International Society of Soil Mechanics and Geotechnical Engineering
15th, International conference on soil mechanics and geotechnical engineering ; 2001 ; Istanbul, Turkey
2001-01-01
4 pages
Also known as XVth ICSMGE. Three of four volumes held only
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Effectiveness of earthquake drains in mitigating liquefaction-induced settlement
DOAJ | 2025
|Pore water pressure in sand deposits with gravel drains during earthquake loading
British Library Conference Proceedings
|Liquefaction-Induced Consolidation Settlement of Soil after Earthquake
British Library Conference Proceedings | 2007
|Drainage Capacity of Stone Columns or Gravel Drains for Mitigating Liquefaction
British Library Conference Proceedings | 1998
|Evaluation of gravel drains and compacted sand piles in mitigating liquefaction
British Library Online Contents | 2005
|