Kaolin-nucleation-based biotreated calcareous sand through unsaturated percolation method

G Ma, Y Xiao, X He, J Li, J Chu, H Liu - Acta Geotechnica, 2022 - Springer
Ocean development is an effective and practical way to address resource issues, such as
food, fuel, and land shortage. The current work proposed using kaolin-based biocement to …

Effects of rocking coefficient and critical contact area ratio on the performance of rocking foundations from centrifuge and shake table experimental results

S Gajan, S Soundararajan, M Yang… - Soil Dynamics and …, 2021 - Elsevier
The major objective of this study is to correlate rocking foundation performance parameters
with their capacity parameters and earthquake demand parameters using results obtained …

Prediction of acceleration amplification ratio of rocking foundations using machine learning and deep learning models

S Gajan - Applied Sciences, 2023 - mdpi.com
Experimental results reveal that rocking shallow foundations reduce earthquake-induced
force and flexural displacement demands transmitted to structures and can be used as an …

Mechanical response of a cemented soil over a wide range of porosities and cement contents

HC Scheuermann Filho… - Proceedings of the …, 2022 - icevirtuallibrary.com
The adjusted porosity/cement index η/(C iv) a has proved its effectiveness in modelling the
strength and stiffness of a variety of artificially cemented soils. In this regard, by establishing …

Evaluation of the effect of constant and non-constant Poisson's ratio on reinforcement load of reinforced soil walls

M Ehrlich, SH Mirmoradi, GF Silva, G Nascimento - Soils and Foundations, 2024 - Elsevier
This study analytically and numerically investigates the impact of constant and non-constant
Poisson's ratio on the mobilized maximum load in the reinforcements, T max, of reinforced …

The role of additives in soil-cement subjected to wetting-drying cycles

YF Arifin, E Agustina, F Andhi, SS Agus - Infrastructures, 2021 - mdpi.com
This study aimed to explore the use of additives in soil–cement mixtures that have
undergone a wetting-drying cycle. In total, two types of soil were used, granitic and lateritic …

[PDF][PDF] 橡胶层对空心锥体基础水平承载性能的影响

李珊珊, 张雨坤, 李大勇 - Chinese Journal of Underground …, 2022 - dxkjxb.cqu.edu.cn
空心锥体基础是一种新型的山区风电基础型式, 克服了传统基础混凝土用量大,
地基开挖堆积的渣土破坏山区环境, 缺乏一定的柔性使其适应上部风机变形能力不足等缺点 …

Stabilization of Soft Clay from Bukit Rawi using Portland Composite Cement

YF Arifin, RF Rahmah - IOP Conference Series: Earth and …, 2022 - iopscience.iop.org
One method for stabilizing soft clay is to mix it with cement. Portland composite cement
(PCC) is a cement produced by grinding together portland slag and gypsum with one or …

Numerical Simulation of Lightly Overconsolidated Clay Layers of Low Plasticity Subjected to Strong Shaking

M Khosravi, S Devkota, A Khosravi… - Japanese Geotechnical …, 2024 - jstage.jst.go.jp
This study employs dynamic centrifuge testing and numerical modeling to assess the
seismic response of a soft soil profile. The soil profile comprises a 23.4 m thick layer of lightly …

Dynamic Performance of Model Rocking Footings on Sand Reinforced by Soil-Cement Columns

JT Newgard, T Hutchinson, JS McCartney - Geo-Congress 2023, 2023 - ascelibrary.org
This study focuses on the load-deformation response of a heavily loaded rocking footing on
sand reinforced by soil-cement columns via centrifuge-model scale shake table tests. In a …