Results 1 to 10 of about 49 (34)

Nonlinear Analysis of Bearing Characteristics of Stiffened Deep Cement Mixing Piles under Vertical Loading

open access: yesBuildings
Stiffened deep cement mixing (SDCM) piles are composite piles that combine the advantages of single large-diameter deep cement mixing (DCM) and precast concrete piles.
Yongzhi Jiu   +4 more
doaj   +4 more sources

Stiffened deep cement mixing (SDCM) pile: Laboratory investigation

open access: yes, 2008
Deep cement mixing (DCM) pile has been widely used to improve the engineering properties of soft clay layer. The DCM pile can effectively reduce settlements of full-scale embankments by studies of Bergado et al. (1999) and Lai et al. (2006) whereas the practice research work by Petchgate et al. (2003a, b; 2004) showed that DCM pile has low strength and
exaly   +4 more sources

Parametric Study on Analyzing the Effect of Soil–Cement Strength on the Uplifting Behavior of HSCM Piles Installed in Marine Soft Clay

open access: yesApplied Sciences, 2022
The Helix-Stiffened Cement Mixing (HSCM) pile is a composite pile constructed by grouting the soil–cement during the installation of the helical pile. A series of 3-D Finite Element Method (FEM) models were developed to investigate the uplifting behavior
Xiaoxuan Zhuang   +4 more
doaj   +2 more sources

Experimental study on the bearing property of the composite foundation with stiffened deep cement mixing pile based on the PHC pile

open access: yesFrontiers in Materials, 2023
Inserting a prestressed high-intensity concrete pipe pile into a cement–soil mixing pile can form a new composite pile named the composite foundation with stiffened deep cement mixing (SDCM) pile.
Tao Feng   +5 more
doaj   +3 more sources

Analysis of the Vertical Dynamic Response of SDCM Piles in Coastal Areas

open access: yesJournal of Marine Science and Engineering
The stiffened deep cement mixing (SDCM) pile, as a new type of rigid–flexible composite pile, significantly enhances the vertical bearing capacity of traditional precast piles, thus holding broad application prospects in the substructure construction of ...
Yeyu Yan   +4 more
doaj   +2 more sources

Behavior and Simulation of Deep Cement Mixing (DCM) and Stiffened Deep Cement Mixing (SDCM) Piles Under Full Scale Loading

open access: yesSoils and Foundations, 2011
ABSTRACT A new kind of Deep Cement Mixing (DCM) pile called Stiffened Deep Mixing Pile (SDCM) is introduced to mitigate the low flexural strength and unexpected failures of DCM piles. A jet grouting method with a jet pressure of 22 MPa, was utilized in the installation of DCM piles.
VOOTTIPRUEX, P.   +4 more
openaire   +4 more sources

Pareto-optimal performance-based robust design of SDCM column-reinforced embankments: A parametric optimization study

open access: yesTransportation Engineering
This study introduces a multi-objective optimization framework that integrates response surface methodology (RSM) with Pareto front analysis for the design of embankments supported by stiffened deep cement mixing (SDCM) columns, compared to conventional ...
Chana Phutthananon   +6 more
doaj   +2 more sources

Bearing capacity and failure behaviors of floating stiffened deep cement mixing columns under axial load

open access: yesSoils and Foundations, 2018
This research aims to clarify and gain an insight into the impact of the length of the stiffened core and the strength of the deep cement mixing (DCM) socket on the behaviors of floating stiffened deep cement mixing (SDCM) columns. The observed behaviors
Pornkasem Jongpradist   +2 more
exaly   +2 more sources

Stiffened deep cement mixing (SDCM) pile

open access: yes, 2008
P Suriyavanagul   +2 more
openaire   +2 more sources

Analytical solutions for consolidation of a composite ground with floating stiffened deep cement mixing columns with long core piles

open access: yesYantu gongcheng xuebao, 2020
The consolidation equations and the corresponding solution conditions of the composite ground with floating stiffened deep cement mixing (SDCM) columns with long core piles are derived under an instant loading.
YANG Tao 1, DAI Ji-tong 1, WANG Heng-dong 2
doaj   +1 more source

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