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Volumn 40, Issue 5, 2000, Pages 37-47

On the stress-strain behaviour of lightly cemented clay based on an extended critical state concept

Author keywords

Cam clay; Cement; Cement stabilization; Cementation; Clay; Constitutive equation of soil; Shear strength; Triaxial compression test (IGC: D6 D10)

Indexed keywords


EID: 8744292522     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.40.5_37     Document Type: Article
Times cited : (109)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.