Deep excavation in Bangkok- characterization, measurement and prediction

Modern Tunneling Science and Technology

Volumn 1, Issue , 2017, Pages 243-248

  Shibuya, S ^a   Tamrakar, S B ^a   Mitachi, T ^a  

^a HOKKAIDO UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

EXCAVATION; GEOTECHNICAL ENGINEERING;

DEEP EXCAVATION; DIAPHRAGM WALL; ENGINEERING PROPERTIES; GROUND BEHAVIOR; GROUND DEFORMATIONS; SITE INVESTIGATIONS; SOFT BANGKOK CLAY; TOP DOWN CONSTRUCTION;

FORECASTING;

EID: 84856915527     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9780203746653     Document Type: Chapter

References (9)

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2. th Edition:McGraw-Hill.
3. Hock, G.C. 1997. Review and analysis of ground movements of braced excavation in Bangkok subsoil using diaphragm walls. M. Engg. Thesis.Bangkok, Thailand.
4. Indraratna, B., AS. Balasubramaniam & S. Balachandra 1992. Performance of test embankment constructed to failure on soft marine clay. Journal Geotechnical Engineering, ASCE 118 (1):12-33.
5. Jaky, J. 1944. The coefficient of earth pressure at rest. Magyar MrenokEpitesz Kozloney.
6. Ou, C.- Y., J.-T. Liao & W.-L. Cheng 2000. Building response and ground movements induced by a deep excavation. Geotechnique 30 (3):209-220.
7. Shibuya, S. & S.B. Tamrakar 1998. In -situ and laboratory investigations into engineering properties of Bangkok clay. In Tsuchida & Nakase (eds), Characterization of Soft Marine Clays: 107-132. Rotterdam:Balkema.
8. nd International Symposium on Pre-failure Deformations Characteristics of Geomaterials Keynote and Theme Lectures, IS-Torino 99:42-157.
9. Wroth, C.P. 1975. In-situ measurement of initial stresses and deformation characteristics. Proc. of the specialty Conference in In-situ Measurement of Properties, ASCE, Rayleigh, North Carolina:181-230.