STUDI EKSPERIMENTAL DAN NUMERIK MODEL KONSTITUTIF ELASTOVISKOPLASTIK DALAM PREDIKSI PERILAKU CREEP PADA TANAH LUNAK

The primary consolidation settlement on soft soil is always followed by secondary consolidation settlement (creep) of a certain magnitude. Assuming the creep has a small percentage to primary primary settlement, creep becomes a problem if the primary settlement has a large magnitude. Accurate pr...

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Main Author:	NISA, ZUMROTUN
Format:	Theses
Language:	Indonesia
Online Access:	https://digilib.itb.ac.id/gdl/view/63973
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Institution:	Institut Teknologi Bandung
Language:	Indonesia

id	id-itb.:63973
spelling	id-itb.:639732022-03-25T09:06:09ZSTUDI EKSPERIMENTAL DAN NUMERIK MODEL KONSTITUTIF ELASTOVISKOPLASTIK DALAM PREDIKSI PERILAKU CREEP PADA TANAH LUNAK NISA, ZUMROTUN Indonesia Theses creep, rate-dependent, long-term settlement, SS, SSC, KHMCC INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/63973 The primary consolidation settlement on soft soil is always followed by secondary consolidation settlement (creep) of a certain magnitude. Assuming the creep has a small percentage to primary primary settlement, creep becomes a problem if the primary settlement has a large magnitude. Accurate prediction of creep becomes important because geotechnical design requires serviceability criteria. The conventional calculation method does not consider the time-dependent strain on soft soil so that the calculation results cannot achieve the required accuracy. In this study, three different material models concerning creep behavior have been evaluated. The material models are the Soft Soil model (SS), the Soft Soil model (SSC), and Kinematic Hardening Modified Cam-Clay (KHMCC). text
institution	Institut Teknologi Bandung
building	Institut Teknologi Bandung Library
continent	Asia
country	Indonesia Indonesia
content_provider	Institut Teknologi Bandung
collection	Digital ITB
language	Indonesia
description	The primary consolidation settlement on soft soil is always followed by secondary consolidation settlement (creep) of a certain magnitude. Assuming the creep has a small percentage to primary primary settlement, creep becomes a problem if the primary settlement has a large magnitude. Accurate prediction of creep becomes important because geotechnical design requires serviceability criteria. The conventional calculation method does not consider the time-dependent strain on soft soil so that the calculation results cannot achieve the required accuracy. In this study, three different material models concerning creep behavior have been evaluated. The material models are the Soft Soil model (SS), the Soft Soil model (SSC), and Kinematic Hardening Modified Cam-Clay (KHMCC).
format	Theses
author	NISA, ZUMROTUN
spellingShingle	NISA, ZUMROTUN STUDI EKSPERIMENTAL DAN NUMERIK MODEL KONSTITUTIF ELASTOVISKOPLASTIK DALAM PREDIKSI PERILAKU CREEP PADA TANAH LUNAK
author_facet	NISA, ZUMROTUN
author_sort	NISA, ZUMROTUN
title	STUDI EKSPERIMENTAL DAN NUMERIK MODEL KONSTITUTIF ELASTOVISKOPLASTIK DALAM PREDIKSI PERILAKU CREEP PADA TANAH LUNAK
title_short	STUDI EKSPERIMENTAL DAN NUMERIK MODEL KONSTITUTIF ELASTOVISKOPLASTIK DALAM PREDIKSI PERILAKU CREEP PADA TANAH LUNAK
title_full	STUDI EKSPERIMENTAL DAN NUMERIK MODEL KONSTITUTIF ELASTOVISKOPLASTIK DALAM PREDIKSI PERILAKU CREEP PADA TANAH LUNAK
title_fullStr	STUDI EKSPERIMENTAL DAN NUMERIK MODEL KONSTITUTIF ELASTOVISKOPLASTIK DALAM PREDIKSI PERILAKU CREEP PADA TANAH LUNAK
title_full_unstemmed	STUDI EKSPERIMENTAL DAN NUMERIK MODEL KONSTITUTIF ELASTOVISKOPLASTIK DALAM PREDIKSI PERILAKU CREEP PADA TANAH LUNAK
title_sort	studi eksperimental dan numerik model konstitutif elastoviskoplastik dalam prediksi perilaku creep pada tanah lunak
url	https://digilib.itb.ac.id/gdl/view/63973
_version_	1822932303515484160

STUDI EKSPERIMENTAL DAN NUMERIK MODEL KONSTITUTIF ELASTOVISKOPLASTIK DALAM PREDIKSI PERILAKU CREEP PADA TANAH LUNAK

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