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نمایش تعداد 1-10 از 94

Particle size effects in granular soils under true triaxial conditions

نوع: Journal Paper

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

ناشر: Thomas Telford

سال: 2014

Static liquefaction triggering analysis considering soil dilatancy

نوع: Journal Paper

نویسنده : Sadrekarimi, Abouzar

ناشر: The Japanese Geotechnical Society

سال: 2014

Undrained shear strength of desaturated loose sand under monotonic shearing

نوع: Journal Paper

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

ناشر: The Japanese Geotechnical Society

سال: 2014

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

نوع: Conference Paper

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

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

نوع: Journal Paper

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

ناشر: Thomas Telford

سال: 2014

Effect of soil contraction tendency on static liquefaction triggering analysis

نوع: Journal Paper

نویسنده : A. SADREKARIMI

ناشر: Thomas Telford

سال: 2014

An improved device to measure cottonseed strength

نوع: Journal Paper

ناشر: American Society of Agricultural and Biological Engineers

سال: 2014

Shear strength degradation in claystones due to environmental effects

نوع: Journal Paper

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

ناشر: Thomas Telford

سال: 2014

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

نوع: Journal Paper

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

ناشر: Thomas Telford

سال: 2014

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

نوع: Journal Paper

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

ناشر: Thomas Telford

سال: 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