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Volumn , Issue 155, 2006, Pages 377-384
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Analysis of settlement due to withdrawal of groundwater around an unexcavated foundation pit
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Author keywords
[No Author keywords available]
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Indexed keywords
FINITE ELEMENT METHOD;
FOUNDATIONS;
GEOTECHNICAL ENGINEERING;
GROUNDWATER;
PITTING;
SEEPAGE;
STRESS ANALYSIS;
TUNNELING (EXCAVATION);
EXCAVATION;
SETTLEMENT OF STRUCTURES;
SOILS;
THREE DIMENSIONAL;
WATER LEVELS;
FINITE ELEMENT MODELS;
GROUNDWATER LEVEL DEPRESSION CONE;
PITS;
SOFT SOIL;
SUBSOIL;
STRUCTURAL ANALYSIS;
GROUNDWATER;
3D FINITE ELEMENT MODEL;
ANALYTICAL RESULTS;
CASE HISTORY;
CHINA;
DEEP FOUNDATION PIT;
DEEP FOUNDATIONS;
EFFECTIVE STRESS;
FIELD MEASUREMENT;
FOUNDATION PITS;
FOUNDATION SETTLEMENT;
GEOTECHNICAL;
GROUND SETTLEMENT;
GROUND SURFACE SETTLEMENTS;
GROUND WATER LEVEL;
GROUND-WATER DEPLETION;
GROUNDWATER PUMPING;
GROUNDWATER SEEPAGE;
SOFT CLAYS;
SOFT SOILS;
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EID: 33845388053
PISSN: 08950563
EISSN: None
Source Type: Conference Proceeding
DOI: 10.1061/40867(199)47 Document Type: Conference Paper |
Times cited : (14)
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References (4)
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