Ground settlements and drawdown of the water table around an excavation

In the vicinity of an excavation in a saturated soil, ground settlements are often caused by the combined effects of stress release and drawdown of the water table. These settlements may be crucial if the excavation is carried out in a congested area. A case history of excavation adjacent to closely constructed blocks of buildings is discussed in this study. Ground settlements and water-surface levels were monitored during the excavation period, as the settlement of the surrounding area was of concern. The authors have previously developed a fully coupled numerical method that allows the computation of the displacements and pore pressures in a soil taking account of the drawdown of the water table which may accompany excavation. This method is used here for back-analysis of a full-scale excavation that has been comprehensively documented. Comparisons between the field measurements and the calculated results are given in this paper. Key words : consolidation, excavation, finite element, seepage, transient ...

[1]  Richard J. Finno,et al.  Finite Element Analyses of HDR‐4 Excavation , 1991 .

[2]  W. L. Schroeder,et al.  Dewatering for opal springs powerhouse excavation , 1986 .

[3]  Jamshid Ghaboussi,et al.  Incremental finite element analysis of geometrically altered structures , 1984 .

[4]  A. Cividini,et al.  An approximate F.E. analysis of seepage with a free surface , 1984 .

[5]  Chandrakant S. Desai,et al.  Stress and Seepage Analysis of Earth Dams , 1983 .

[6]  C. Desai,et al.  A residual flow procedure and application for free surface flow in porous media , 1983 .

[7]  John A. Cherry,et al.  The hydrologic response of aquifers at surface-mine sites in western North Dakota , 1981 .

[8]  C. F. Lee,et al.  GROUNDWATER AND DRAWDOWN IN A LARGE EARTH EXCAVATION. , 1980 .

[9]  G W Clough,et al.  PORE-PRESSURE DISSIPATION DURING EXCAVATION , 1979 .

[10]  William C. Walton,et al.  Groundwater Resource Evaluation , 1976 .

[11]  John T. Christian,et al.  ERRORS IN SIMULATING EXCAVATION IN ELASTIC MEDIA BY FINITE ELEMENTS , 1973 .

[12]  R. Allan Freeze,et al.  Influence of the Unsaturated Flow Domain on Seepage Through Earth Dams , 1971 .

[13]  D L Webb,et al.  SETTLEMENT OF STRUCTURES ON DEEP ALLUVIAL SANDY SEDIMENTS IN DURBAN, SOUTH AFRICA , 1970 .

[14]  E. Wilson,et al.  FINITE-ELEMENT ANALYSIS OF SEEPAGE IN ELASTIC MEDIA , 1969 .

[15]  Herman Bouwer,et al.  Unsaturated flow in ground-water hydraulics , 1964 .

[16]  Gholamreza Mesri,et al.  The coefficient of earth pressure at rest , 1993 .

[17]  J. P. Hsi,et al.  Simulation of excavation in a poro-elastic material , 1992 .

[18]  J. C. Small,et al.  Analysis of excavation in an elasto-plastic soil involving drawdown of the water table , 1992 .

[19]  Y. Tsui,et al.  An efficient method in modeling variable mesh problems in geotechnical engineering , 1991 .

[20]  Y. Tsui,et al.  A fundamental study of braced excavation construction , 1989 .

[21]  Malcolm D. Bolton,et al.  FINITE ELEMENT ANALYSIS OF A CENTRIFUGE MODEL OF A RETAINING WALL EMBEDDED IN A HEAVILY OVERCONSOLIDATED CLAY , 1989 .

[22]  Fook Hou Lee,et al.  Elasto-plastic consolidation analysis for strutted excavation in clay , 1989 .

[23]  Gioda Giancarlo,et al.  Some numerical techniques for free surface seepage analysis , 1988 .

[24]  John R Booker,et al.  Finite element analysis of excavation , 1985 .

[25]  L. K. Walker,et al.  Field performance of a firm silty clay , 1977 .

[26]  Chandrakant S. Desai,et al.  Finite element residual schemes for unconfined flow , 1976 .

[27]  J. C. Small,et al.  Elasto-plastic consolidation of soil , 1976 .

[28]  M. Biot General solutions of the equations of elasticity and consolidation for a porous material , 1956 .