COMPRESSION CHARACTERISTICS AND THE MODEL OF COHESIONLESS SOIL WITH CARBONATE SAND

MA Lu; YU Min; WANG Yuke

doi:10.13204/j.gyjzG20101008

Volume 51 Issue 11

Mar. 2022

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MA Lu, YU Min, WANG Yuke. COMPRESSION CHARACTERISTICS AND THE MODEL OF COHESIONLESS SOIL WITH CARBONATE SAND[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 132-136. doi: 10.13204/j.gyjzG20101008

Citation:

MA Lu, YU Min, WANG Yuke. COMPRESSION CHARACTERISTICS AND THE MODEL OF COHESIONLESS SOIL WITH CARBONATE SAND[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 132-136. doi: 10.13204/j.gyjzG20101008

MA Lu, YU Min, WANG Yuke. COMPRESSION CHARACTERISTICS AND THE MODEL OF COHESIONLESS SOIL WITH CARBONATE SAND[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 132-136. doi: 10.13204/j.gyjzG20101008

Citation:

MA Lu, YU Min, WANG Yuke. COMPRESSION CHARACTERISTICS AND THE MODEL OF COHESIONLESS SOIL WITH CARBONATE SAND[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 132-136. doi: 10.13204/j.gyjzG20101008

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COMPRESSION CHARACTERISTICS AND THE MODEL OF COHESIONLESS SOIL WITH CARBONATE SAND

doi: 10.13204/j.gyjzG20101008

MA Lu^1,2,
YU Min¹,
WANG Yuke³

1. Colloge of Architecture, Anhui Science and Technology University, Bengbu 233100, China;
2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;
3. College of Water Conservancy and Environmental Engineering, Zhengzhou University, Zhengzhou 450000, China

Received Date: 2020-10-10
Available Online: 2022-03-29

Abstract

Abstract

The seafloor sediments in the South China Sea are mainly composed of cohesionless soil with calcareous sand. It is of great significance to study the compression characteristics of cohesionless soil with calcareous sand for engineering safety. Based on the high-pressure triaxial test system, the effects of the calcareous sand content, initial void ratio and effective stress on the compression characteristics of cohesionless soil were studied. The results showed that the increase of the calcareous sand content could improve the compressibility of cohesionless soil under the same effective stress; when the calcareous sand content exceeded 60%, the compression curves of soil specimens in different initial void ratios would converge in the high effective stress region. Based on the above conclusion, a mathematical model was proposed to describe the compression characteristics of cohesionless soil with calcareous sand. The model showed good prediction effect in different sandy soils. Compared with the existing compression model, the superiority of the model was verified.
- calcareous sand,
- cohesionless soil,
- isotropic compression model

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References(11)

References

[1]	王龙,朱俊高,郭万里,等.无黏性土压缩模型及其验证[J].岩土力学,2020,41(1):1-5.
[2]	ELKAMHAWY E,ZHOU B,WANG H B.Transitional Behavior in Well-Graded Soils:An Example of Completely Decomposed Granite[J].Engineering Geology,2019,253:240-250.
[3]	YAN W M,LI X S.Mechanical Response of a Medium-Fine-Grained Decomposed Granite in Hong Kong[J].Engineering Geology,2012,129:1-8.
[4]	PEDROSO D M,SHENG D C,ZHAO J D.The Concept of Reference Curves for Constitutive Modelling in Soil Mechanics[J].Computers and Geotechnics.2009,36(12):149-165.
[5]	SHENG D C,YAO Y P,CARTER J P.A Volume Stress Model for Sands Under Isotropic and Critical Stress States[J].Canadian Geotechnical Journal,2008,45(11):1639-1645.
[6]	郭万里,朱俊高,钱彬,等.粗粒土的颗粒破碎演化模型及其试验验证[J].岩土力学,2019,40(3):1023-1029.
[7]	赵颜辉,朱俊高,张宗亮,等.无黏性土压缩曲线的一种数学模式[J].岩土力学,2011,32(10):3033-3042.
[8]	BAUER E.Calibration of a Comprehensive Hypoplastic Model for Granular Materials[J].Soils and Foundations,1996,36(1):13-26.
[9]	张季如,张弼文,胡泳,等.粒状岩土材料颗粒破碎演化规律的模型预测研究[J].岩石力学与工程学报,2016,35(9):1898-1905.
[10]	马启锋,刘汉龙,肖杨,等.高应力作用下钙质砂压缩及颗粒破碎特性试验研究[J].防灾减灾工程学报,2018,38(6):1020-1025.
[11]	LADE P V,BOOP P A.Relative Density Effects on Drained Sand Behavior at High Pressures[J].Soils and Foundations,2005,45:1-3.

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COMPRESSION CHARACTERISTICS AND THE MODEL OF COHESIONLESS SOIL WITH CARBONATE SAND

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COMPRESSION CHARACTERISTICS AND THE MODEL OF COHESIONLESS SOIL WITH CARBONATE SAND

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