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Particle size effects in granular soils under true triaxial conditions

Type: Journal Paper

Author : Y. XIAO; H. LIU; Y. CHEN; W. ZHANG

Publisher: Thomas Telford

Year: 2014

Static liquefaction triggering analysis considering soil dilatancy

Type: Journal Paper

Author : Sadrekarimi, Abouzar

Publisher: The Japanese Geotechnical Society

Year: 2014

Undrained shear strength of desaturated loose sand under monotonic shearing

Type: Journal Paper

Author : He, Jia - Chu, Jian - Liu, Hanlong

Publisher: The Japanese Geotechnical Society

Year: 2014

Analytical study of effective factors on increasing punchingshear strength in reinforced concrete flat slabs connectionswith an opening

Type: Conference Paper

Author : Seyed Mohammad, Abdollahi; Majid, Salmani; Salmani, Mohammad Ranjbar

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Sand strength for back-analysis of pull-out tests at large displacement

Type: Journal Paper

Author : P.C. ROUS�; R.J. FANNIN; M. TAIEBAT

Publisher: Thomas Telford

Year: 2014

Effect of soil contraction tendency on static liquefaction triggering analysis

Type: Journal Paper

Author : A. SADREKARIMI

Publisher: Thomas Telford

Year: 2014

An improved device to measure cottonseed strength

Type: Journal Paper

Publisher: American Society of Agricultural and Biological Engineers

Year: 2014

Shear strength degradation in claystones due to environmental effects

Type: Journal Paper

Author : J.A. PINEDA; E. ROMERO; M. DE GRACIA; D. SHENG

Publisher: Thomas Telford

Year: 2014

Identification and quantification of transitional modes of behaviour in sediments of Venice lagoon

Type: Journal Paper

Author : E. PONZONI; A. NOCILLA; M.R. COOP; F. COLLESELLI

Publisher: Thomas Telford

Year: 2014

Chemo-hydro-mechanical behaviour of compacted Boom Clay: joint effects of osmotic and matric suctions

Type: Journal Paper

Author : N. MOKNI; E. ROMERO; S. OLIVELLA

Publisher: Thomas Telford

Year: 2014

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Particle size effects in granular soils under true triaxial conditions

Static liquefaction triggering analysis considering soil dilatancy

Undrained shear strength of desaturated loose sand under monotonic shearing

Analytical study of effective factors on increasing punchingshear strength in reinforced concrete flat slabs connectionswith an opening

Sand strength for back-analysis of pull-out tests at large displacement

Effect of soil contraction tendency on static liquefaction triggering analysis

An improved device to measure cottonseed strength

Shear strength degradation in claystones due to environmental effects

Identification and quantification of transitional modes of behaviour in sediments of Venice lagoon

Chemo-hydro-mechanical behaviour of compacted Boom Clay: joint effects of osmotic and matric suctions

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Particle size effects in granular soils under true triaxial conditions

Static liquefaction triggering analysis considering soil dilatancy

Undrained shear strength of desaturated loose sand under monotonic shearing

Analytical study of effective factors on increasing punchingshear strength in reinforced concrete flat slabs connectionswith an opening

Sand strength for back-analysis of pull-out tests at large displacement

Effect of soil contraction tendency on static liquefaction triggering analysis

An improved device to measure cottonseed strength

Shear strength degradation in claystones due to environmental effects

Identification and quantification of transitional modes of behaviour in sediments of Venice lagoon

Chemo-hydro-mechanical behaviour of compacted Boom Clay: joint effects of osmotic and matric suctions