One-Dimensional Compression Behavior of Calcareous Sand and Marine Clay Mixtures

2020 ◽  
Vol 20 (9) ◽  
pp. 04020137 ◽  
Author(s):  
Dong-sheng Xu ◽  
Ming Huang ◽  
Yang Zhou
Keyword(s):  
Marine Clay ◽  
Calcareous Sand ◽  
Compression Behavior ◽  
One Dimensional

Dynamic behaviors of calcareous sand under repeated one-dimensional impacts

2021 ◽  
Vol 150 ◽  
pp. 106891
Author(s):  
Haoran OuYang ◽  
Guoliang Dai ◽  
Wei Qin ◽  
Chengfeng Zhang ◽  
Weiming Gong
Keyword(s):  
Calcareous Sand ◽  
Dynamic Behaviors ◽  
One Dimensional

STUDY ON MODELING OF ONE-DIMENSIONAL COMPRESSION BEHAVIOR OF ALUMINUM & RUBBER TIPS MIXTURE

2019 ◽  
Vol 34 (0) ◽  
pp. 197-202
Author(s):  
Takashi KIMATA ◽  
Hikozo OKAMOTO ◽  
Noriyuki KOBAYASHI
Keyword(s):  
Compression Behavior ◽  
One Dimensional

The Compression Behaviour of Marine Clays in Malaysia

2016 ◽  
Author(s):  
N. R. Ahmad ◽  
Indra S. H. Harahap
Keyword(s):  
Marine Clay ◽  
Offshore Area ◽  
Compression Behavior ◽  
Preconsolidation Pressure ◽  
New Energy ◽  
Geotechnical Design ◽  
Different Depths ◽  
Experimental Works ◽  
Marine Clays ◽  
Oedometer Tests

The paper presents results of experimental works on intact marine clay samples in Malay and Sarawak Basins, which is located in Malaysia. Recent development in economic and search of new energy has brought to the usage of areas with plenty of marine clay inshore and offshore. For offshore area, the seabed foundation support or subsurface installation often create several complexities in geotechnical design due to high compression behavior and low bearing capacity. Knowledge of seabed soils and rocks is very important in designing any structures onshore or nearshore. However, the seabed data properties in Malaysia is less and not many researches have been done to contribute to this database. Series of oedometer tests performed intact clay samples from different depths showed inconsistency patterns of compression behavior. The preconsolidation pressure for all samples ranged from 200 to 500 kPa, which can be compared with the presence literature for the compression behavior towards denser soil. The compression index, Cc ranged from 0.177 to 0.797 and Swelling index, Cs ranged from 0.133 to 0.066.

Prediction of one-dimensional compression behavior of Nansha clay using fractional derivatives

2016 ◽  
Vol 35 (5) ◽  
pp. 688-697 ◽  
Author(s):  
Hong-Hu Zhu ◽  
Cheng-Cheng Zhang ◽  
Guo-Xiong Mei ◽  
Bin Shi ◽  
Lei Gao
Keyword(s):  
Fractional Derivatives ◽  
Compression Behavior ◽  
One Dimensional
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