Performances of SDCM and DCM walls under deep excavation in soft clay: Field tests and 3D simulations-Reference-Cited by-同舟云学术

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Performances of SDCM and DCM walls under deep excavation in soft clay: Field tests and 3D simulations

Published:2019-12 Issue:6 Volume:59 Page:1728-1739
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Voottipruex Panich,Jamsawang Pitthaya,Sukontasukkul Piti,Jongpradist Pornkasem,Horpibulsuk Suksun,Chindaprasirt Prinya

Funder

Thailand Research Fund

King Mongkut's University of Technology North Bangkok

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. The application of various deep mixing methods for excavation support systems;Andromalos;ASCE Geotech. Special Publ.,2003

2. Standard Test Method for Piles Under Lateral Loads;ASTM,1995

3. Standard Test Method for Flexural Strength of Soil-Cement Using Simple Beam with Third-Point Loading;ASTM,2000

4. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil;ASTM,2000

5. Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading;ASTM,2004

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1. Field testing performance of prebored precast piles with enlarged base in soft ground;IOP Conference Series: Earth and Environmental Science;2024-05-01

2. Laboratory modelling of stiffened deep mixing columns with variable diameter under vertical load in loose sand;International Journal of Geotechnical Engineering;2024-04-26

3. Pore Water Pressure and Stress Changes During the Construction of Stiffened Deep Cement Mixing Piles;International Journal of Civil Engineering;2024-04-04

4. Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid;Geosynthetics International;2024-03-01

5. A nonlinear optimization method for calibration of large‐scale deep cement mixing in very soft clay deep excavation;International Journal for Numerical and Analytical Methods in Geomechanics;2024-02-27

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