Ground response to dynamic compaction of dry sand

10.1680/geot.52.7.481.38747

محفوظ في:
التفاصيل البيبلوغرافية
المؤلفون الرئيسيون: Gu, Q., Lee, F.-H.
مؤلفون آخرون: CIVIL ENGINEERING
التنسيق: مقال
منشور في: 2014
الموضوعات:
الوصول للمادة أونلاين:http://scholarbank.nus.edu.sg/handle/10635/84602
الوسوم: إضافة وسم
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المؤسسة: National University of Singapore
id sg-nus-scholar.10635-84602
record_format dspace
spelling sg-nus-scholar.10635-846022024-11-14T02:03:38Z Ground response to dynamic compaction of dry sand Gu, Q. Lee, F.-H. CIVIL ENGINEERING Compaction Ground improvement Numerical modelling and analysis Sands Stress analysis 10.1680/geot.52.7.481.38747 Geotechnique 52 7 481-493 GTNQA 2014-10-07T06:27:05Z 2014-10-07T06:27:05Z 2002-09 Article Gu, Q., Lee, F.-H. (2002-09). Ground response to dynamic compaction of dry sand. Geotechnique 52 (7) : 481-493. ScholarBank@NUS Repository. https://doi.org/10.1680/geot.52.7.481.38747 00168505 http://scholarbank.nus.edu.sg/handle/10635/84602 000178129000002 Scopus
institution National University of Singapore
building NUS Library
continent Asia
country Singapore
Singapore
content_provider NUS Library
collection ScholarBank@NUS
topic Compaction
Ground improvement
Numerical modelling and analysis
Sands
Stress analysis
spellingShingle Compaction
Ground improvement
Numerical modelling and analysis
Sands
Stress analysis
Gu, Q.
Lee, F.-H.
Ground response to dynamic compaction of dry sand
description 10.1680/geot.52.7.481.38747
author2 CIVIL ENGINEERING
author_facet CIVIL ENGINEERING
Gu, Q.
Lee, F.-H.
format Article
author Gu, Q.
Lee, F.-H.
author_sort Gu, Q.
title Ground response to dynamic compaction of dry sand
title_short Ground response to dynamic compaction of dry sand
title_full Ground response to dynamic compaction of dry sand
title_fullStr Ground response to dynamic compaction of dry sand
title_full_unstemmed Ground response to dynamic compaction of dry sand
title_sort ground response to dynamic compaction of dry sand
publishDate 2014
url http://scholarbank.nus.edu.sg/handle/10635/84602
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