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Volumn 38, Issue 12, 2010, Pages 1736-1740

Analytical solutions of critical load and Terzaghi's ultimate bearing capacity for unsaturated soil

Author keywords

Critical load; Ultimate bearing capacity; Unified strength theory; Unsaturated soil

Indexed keywords

ANALYTICAL SOLUTIONS; CRITICAL LOAD; INTERMEDIATE PRINCIPAL STRESS; LATERAL PRESSURE COEFFICIENT; MATRIC SUCTIONS; OVER CONSOLIDATION RATIO; STRESS VARIABLES; STRIP FOUNDATION; TWO-STATE; ULTIMATE BEARING CAPACITY; UNIFIED STRENGTH THEORY; UNSATURATED SOIL;

EID: 79951988446     PISSN: 0253374X     EISSN: None     Source Type: Journal    
DOI: 10.3969/j.issn.0253-374x.2010.12.004     Document Type: Article
Times cited : (16)

References (9)
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    • Zhou Annan, Yao Yangping. Analysis of the influence of lateral pressure coefficient on critical bearing capacity[J]. Building Structure, 2005, 35(12): 27.
    • (2005) Building Structure , vol.35 , Issue.12 , pp. 27
    • Zhou, A.1    Yao, Y.2
  • 3
    • 27744538242 scopus 로고    scopus 로고
    • Formula for critical load of foundation based on the unified strength theory
    • Fan Wen, Lin Yongliang, Qin Yuhu. Formula for critical load of foundation based on the unified strength theory[J]. Journal of Chang'an University: Earth Science Edition, 2003, 25(3): 48.
    • (2003) Journal of Chang'an University: Earth Science Edition , vol.25 , Issue.3 , pp. 48
    • Fan, W.1    Lin, Y.2    Qin, Y.3
  • 4
    • 33748206758 scopus 로고    scopus 로고
    • Calculation of bearing capacity about the strip foundation based on the twin shear unified strength theory
    • Wang Xiangqiu, Yang Linde, Gao Wenhua. Calculation of bearing capacity about the strip foundation based on the twin shear unified strength theory[J]. China Civil Engineering Journal, 2006, 39(1): 79.
    • (2006) China Civil Engineering Journal , vol.39 , Issue.1 , pp. 79
    • Wang, X.1    Yang, L.2    Gao, W.3
  • 5
    • 23744511584 scopus 로고    scopus 로고
    • Double-shear unified solution of Terzaghi ultimate bearing capacity of foundation
    • Gao Jiangping, Yu Maohong, Li Siping. Double-shear unified solution of Terzaghi ultimate bearing capacity of foundation[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(15): 2736.
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.15 , pp. 2736
    • Gao, J.1    Yu, M.2    Li, S.3
  • 6
    • 27744514597 scopus 로고    scopus 로고
    • Formula of ultimate bearing capacity of shallow foundation based on unified strength theory
    • Fan Wen, Bai Xiaoyu, Yu Maohong. Formula of ultimate bearing capacity of shallow foundation based on unified strength theory[J]. Rock and Soil Mechanics, 2005, 26(10): 1617.
    • (2005) Rock and Soil Mechanics , vol.26 , Issue.10 , pp. 1617
    • Fan, W.1    Bai, X.2    Yu, M.3
  • 9
    • 77954299452 scopus 로고    scopus 로고
    • Unified solutions of shear strength and earth pressure for unsaturated soils
    • Zhang Changguang, Zhang Qinghe, Zhao Junhai. Unified solutions of shear strength and earth pressure for unsaturated soils[J]. Rock and Soil Mechanics, 2010, 31(6): 1871.
    • (2010) Rock and Soil Mechanics , vol.31 , Issue.6 , pp. 1871
    • Zhang, C.1    Zhang, Q.2    Zhao, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.