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Volumn , Issue 211 GSP, 2011, Pages 4752-4761

Evaluation of the shakedown behavior of unbound granular base materials

Author keywords

Base course; Granular media; Pavements; Structural failures

Indexed keywords

BASE COURSE; CYCLIC LOADINGS; ELASTIC SHAKEDOWN; GRANULAR BASE MATERIALS; GRANULAR MEDIA; LABORATORY TESTING; LINE PARAMETERS; MULTI-STAGE; PAVEMENT STRUCTURES; PHYSICAL AND MECHANICAL PROPERTIES; PLASTIC SHAKEDOWN; REPEATED LOAD TRIAXIAL TESTS; SHAKEDOWN THEORY; STATIC FAILURE; STATIC LOADING; STRESS LIMITS; STRUCTURAL FAILURE; TRIAXIAL TEST; UNBOUND GRANULAR MATERIAL;

EID: 79956369158     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41165(397)486     Document Type: Conference Paper
Times cited : (10)

References (11)
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  • 2
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  • 4
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    • Ph.D. dissertation, School of Civil Engineering, The University of Nottingham, The United Kingdom
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  • 5
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  • 7
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  • 9
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    • DOI 10.1061/40866(198)28, Pavement Mechanics and Performance
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  • 10
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  • 11
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.