Correlation between CBR value and undrained shear strength from vane shear test /

Correlation between CBR value and undrained shear strength from vane shear test /

Project Paper (Sarjana Muda Kejuruteraan (Awam - Geoteknik)) - Universiti Teknologi Malaysia, 2008

Xehetasun bibliografikoak
Egile Nagusiak:	212489 Noor Asmah Hussin, Khairul Anuar Kassim, Fakulti Kejuruteraan Awam
Formatua:
Hizkuntza:	eng
Argitaratua:	2008
Gaiak:	Pavements Shear strength of soils
Sarrera elektronikoa:	http://www.psz.utm.my/sla/billing/login.asp?mid=59688

Antzeko izenburuak

Correlation between CBR value and undrained shear strength from vane shear test [electronic resource] /
nork: 212489 Noor Asmah Hussin, et al.
Argitaratua: (2008)

Correlation of undrained shear strength with in-situ testing for soft clay /
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Unsaturated shear strength behaviour under unconsolidated undrained tests /
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Correlation of undrained shear strength with in-situ testing for soft clay [electronic resource] /
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Undrained shear strength of overconsolidated cohesive soil using modified rowe cell /
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Undrained shear strength of marine clay under cyclic loading /
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Unsaturated shear strength behaviour under unconsolidated undrained tests [electronic resource] /
nork: Majid Sokhanvar, 1981-
Argitaratua: (2013)

Undrained shear strength of overconsolidated cohesive soil using modified rowe cell [electronic resource] /
nork: Lim, Jee Wen, 1990-, et al.
Argitaratua: (2015)

Relationship between undrained shear strength and consolidation ratio (CR) for cohesive soil /
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Argitaratua: (2014)

Vane shear strength testing in soils : field and laboratory studies /
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Argitaratua: (1988)

Relationship between undrained shear strength and consolidation ratio (CR) for cohesive soil [electronic resource] /
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Effective shear strength parameters of remoulded residual soil /
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Effect of degree of saturation on the shear strength of soils obtained from triaxial test under unconsolidated undrained condition /
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Effect of degree of saturation on the shear strength of soils obtained from triaxial test under unconsolidated undrained condition [electronic resource] /
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Determination of failure zone of vane shear test using artificial transparent soil /
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Determination of failure zone of vane shear test using artificial transparent soil [electronic resource]l /
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Influence of relative density on shear strength of sand /
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Shear strength of laterite soil stabilized by biopolymer /
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Shear strength of soils/
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Shear strength improvement of peat soil due to consolidation /
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Shear strength of sand under low and high pressures/
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Effect of changing suction on shear strength of unsaturated soil /
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Influence of grain size distribution on shear strength of sand /
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Shear strength of Marine Clay and Bottom Ash Mixtures /
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Shear strength of Marine Clay and Bottom Ash Mixtures /
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Relationship between type of compaction and shear strength of compacted soil /
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Influence of relative density on shear strength of sand [electronic resource] /
nork: Wong, Grace Ming Chia, 1987-, author
Argitaratua: (2011)

Shear strength of laterite soil stabilized by biopolymer [electronic resource] /
nork: Muhammad Afiq Naqiuddin Mohd. Nasir, 1992-, author
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Shear strength of lateritic soil : (Kekuatan riceh tanah laterit) /
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Argitaratua: (2000)

Effective shear strength parameters of remoulded residual soil [electronic resource] /
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Shear strength improvement of peat soil due to consolidation [compact disc] /
nork: 244082 Vivi Anggraini
Argitaratua: (2006)

Effect of changing suction on shear strength of unsaturated soil [electronic resource] /
nork: Syaiful Marzuki Roslan, 1981-
Argitaratua: (2012)

Influence of grain size distribution on shear strength of sand [electronic resource] /
nork: Chwee, Allan Yew Lun, 1987-, author
Argitaratua: (2011)

Shear strength of soft soil reinforced with singular bottom ash column /
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Symposium on vave shear testing of soils
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Symposium on direct shear testing of soils
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Shear strength characteristics of fibrous peat soil /
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