Analysis of settlement due to withdrawal of groundwater around an unexcavated foundation pit

Geotechnical Special Publication

Volumn , Issue 155, 2006, Pages 377-384

  Shen, S L ^a   Tang, C P ^a   Bai, Y ^b   Xu, Y S ^a  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

^b SHANGHAI URBAN CONSTRUCTION GROUP CORPORATION   (China)

Author keywords

[No Author keywords available]

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;

EID: 33845388053     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40867(199)47     Document Type: Conference Paper

References (4)

1. Bear, J. (1979). Hydraulics of Groundwate. New York, McGraw-Hill.
2. Shen, S.-L., Tohno, I., Nishgaki, M., and Miura, N. (2004). "Land subsidence due to withdrawal of Deep-groundwater." Lowland Technology International, 6(1):1-8.
3. Terzaghi, K., and Peck, R.B. (1948). Soil Mechanics in Engineering Practice. Wiley, New York.
4. Xu, Y.-S., Shen, S.-L., Tang, C.-P., and Jiang, H. (2005). "3D-Analysis of Land Subsidence based on Groundwater Flow Model." Rock and Soil Mechanics, 26(suppl.):109-112. (in Chinese)