Stress paths in relation to deep excavations

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 125, Issue 5, 1999, Pages 357-363

  Ng, Charles W W ^a  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; CONSTRUCTION; EROSION; EXCAVATION; SHEAR STRESS; SOIL STRUCTURE INTERACTIONS; STRAIN; STRESSES; STRUCTURAL LOADS;

DEEP EXCAVATION; STRESS PATHS;

SOILS;

DIAPHRAGM WALL; EXCAVATION; STIFFNESS; STRESS ANALYSIS;

EID: 0033136085     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:5(357)     Document Type: Article

References (10)

1. Atkinson, J. H., Lau, W. H. W., Powell, J. J. M. (1989). "Determination of soil stiffness parameters in stress path probing tests Proc., 12th Int. Conf. on Soil Mech. and Found. Engrg., Rio de Janeiro, Vol. 1, Balkema, Rotterdam, The Netherlands, 7-10.
2. Lambe, T. W. (1967). "Stress path method J. Geotech. Engrg. Div., ASCE, 93(6), 309-331.
3. Lings, M. L., Nash, D. F. T., and Ng, C. W. W. (1993). "Reliability of earth pressure measurements adjacent to a multi-propped diaphragm wall Retaining structures, Thomas Telford, London, 258-269.
4. Lings, M. L., Nash, D. F. T., Ng, C. W. W., and Boyce, M. D. (1991). "Observed behavior of a deep excavation in Gault clay: A preliminary appraisal Proc., 10th Eur. Conf. on Soil Mech. and Found. Engrg., Florence, Vol. 2, Balkema, Rotterdam, The Netherlands, 467-470.
5. Ng, C. W. W. (1992). "An evaluation of soil-structure interaction associated with a multi-propped excavation, " PhD thesis, University of Bristol, U.K.
6. Ng, C. W. W. (1998). "Observed performance of multipropped excavation in stiff clay J. Geotech. and Geoenvir. Engrg., ASCE, 124(9), 889905.
7. Ng, C. W. W., and Van, W. M. (1998). "Stress transfer and deformation mechanisms around a diaphragm wall panel J. Geotech. and Geoenvir. Engrg., ASCE, 124(7), 638-648.
8. Schmidt, R. (1966). "Discussions Can. Geo. J., Ottawa, 3(4), 239242.
9. Simpson, B. (1992). "Thirty-second Rankine lecture: Retaining structures: Displacement and design Géotechnique, 42(4), 541-576.
10. Tedd, P., and Charles, J. A. (1985). "The strength of London Clay in relation to the design of embedded retaining walls Géotechnique, 35, 199-204.