Correlation of cone resistance with undrained shear strength for clay soil /

Thesis (Sarjana Kejuruteraan (Awam - Geoteknik)) - Universiti Teknologi Malaysia, 2007

Bibliographic Details
Main Author: Ismail Abd. Rahman 260781
Format:
Language:eng
Published: Skudai : Universiti Teknologi Malaysia, 2007
Subjects:
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author Ismail Abd. Rahman 260781
author_facet Ismail Abd. Rahman 260781
author_sort Ismail Abd. Rahman 260781
collection OCEAN
description Thesis (Sarjana Kejuruteraan (Awam - Geoteknik)) - Universiti Teknologi Malaysia, 2007
first_indexed 2024-03-04T16:22:24Z
format
id KOHA-OAI-TEST:77864
institution Universiti Teknologi Malaysia - OCEAN
language eng
last_indexed 2024-03-04T16:22:24Z
publishDate 2007
publisher Skudai : Universiti Teknologi Malaysia,
record_format dspace
spelling KOHA-OAI-TEST:778642021-07-15T14:49:38ZCorrelation of cone resistance with undrained shear strength for clay soil / Ismail Abd. Rahman 260781 Skudai : Universiti Teknologi Malaysia,2007engThesis (Sarjana Kejuruteraan (Awam - Geoteknik)) - Universiti Teknologi Malaysia, 200708FECELSoil penetration testSoil mechanics
spellingShingle Soil penetration test
Soil mechanics
Ismail Abd. Rahman 260781
Correlation of cone resistance with undrained shear strength for clay soil /
title Correlation of cone resistance with undrained shear strength for clay soil /
title_full Correlation of cone resistance with undrained shear strength for clay soil /
title_fullStr Correlation of cone resistance with undrained shear strength for clay soil /
title_full_unstemmed Correlation of cone resistance with undrained shear strength for clay soil /
title_short Correlation of cone resistance with undrained shear strength for clay soil /
title_sort correlation of cone resistance with undrained shear strength for clay soil
topic Soil penetration test
Soil mechanics
work_keys_str_mv AT ismailabdrahman260781 correlationofconeresistancewithundrainedshearstrengthforclaysoil