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

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(11): 132-136

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

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

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

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

PDF( 3204 KB)

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

FullText(HTML)

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.

Relative Articles

[1]	SONG Shuxiang, ZHENG Chao, YANG Kun, FENG Deluan. Experimental Study on Strength and Dry-Wet Cycle Characteristics of Coastally Soft Soil in South China Cemented by Sand and Cement[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 190-197. doi: 10.13204/j.gyjzG22072006
[2]	HUANG Ting, LUO Chengwei, JIAO Ao, DAI Guoliang. Oblique Uplift Bearing Characteristics of Rigid Anchor Piles in Dense Sand[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 180-187. doi: 10.13204/j.gyjzG22011905
[3]	ZHENG Juan, WU Xiao, LAI Xiuying, CHEN Shuo. Experimental Study on Micro Deformation Characteristics of Remolded Saturated Cohesive Soil at Different Loading Rates[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 122-125,73. doi: 10.13204/j.gyjzG21021603
[4]	WANG Lei, YU Feng, WANG Zijun. A DESIGN METHOD FOR BEARING CAPACITY OF STEEL PIPE PILES IN CLAYEY SOIL BASED ON CONE PENETRATION TESTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 163-169. doi: 10.13204/j.gyjzG20092205
[5]	QIN Yongjun, LI Xiangyang, CUI Zhuang, WANG Bo. RESEARCH ON SHEAR PERFORMANCES OF CONCRETE DEEP BEAMS MIXED WITH DESERT SAND WITHOUT WEB REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 98-105. doi: 10.13204/j.gyjzG20081505
[6]	WANG Yi, TONG Huawei, QIU Rongkang, YUAN Jie. RESEARCH ON MECHANICAL PROPERTIES OF RUBBER-PARTICLE-IMPROVED SOIL CEMENTED BY MICP[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 8-14,7. doi: 10.13204/j.gyjzG20062207
[10]	Yang Jun, Xu Wei. THE LOADED SWELLING RATIO TEST AND MODEL PREDICTION OF WEATHERED SAND IMPROVED EXPANSIVE SOIL UNDER FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 113-117. doi: 10.13204/j.gyjz201501022
[11]	Wu Dongxu, Yao Yong, Mei Jun, Liu Xiaoling. MICROMECHANICS SIMULATION OF DIRECT SHEAR TEST OF SANDY PEBBLE SOIL WITH DISCRETE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 90-93.
[12]	Yang Jun, Li Xinchun, Zhang Guodong, Tang Yunwei, Xie Zhigang. RESEARCH ON THE INFLUENCE ON EXPANSIVE SOIL CHARACTERISTICS BY DIFFERENT MIXING RATES OF WEATHERED SAND[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 55-60. doi: 10.13204/j.gyjz201301013
[13]	Wang Yong, Cao Liwen, Wen Wenfu, Zhao Xiaomin, Wang Kuifeng. EFFECT OF DOMESTIC SODIUM AND AMMONIUM SALT POLLUTION ON HYDROPHYSICAL AND MECHANICAL PROPERTIES OF COHESIVE SOILS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 83-87. doi: 10.13204/j.gyjz201309015
[14]	Li Wenxu, Wang Ning, Han Zhixing, Yao Yong. TEST RESEARCH ON DYNAMIC BEHAVIOR OF GEO-GRID REINFORCED CLAYS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 66-69,113. doi: 10.13204/j.gyjz201107015
[15]	Luo Sihai, Gong Tianjie. INFLUENCE OF CONFINED IMPACT ON DEFORMATION AND STRENGTH BEHAVIOR OF COHESIVE SOILS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 81-85. doi: 10.13204/j.gyjz201103016
[16]	Zhang Yu, Wang Ruheng, Jia Bin. STUDY ON DAMPING RATIO OF SANDY PEBBLE SOIL SUBJECTED TO DYNAMIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 59-62. doi: 10.13204/j.gyjz200804016
[17]	Wu Huaizhong, Wang Ruheng, Guo Wen, Chu Wenrong. STUDY ON THE DYNAMIC STRENGTH AND MODULUS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 50-52.
[18]	Jia Bin, Wang Ru-heng. DYNAMIC CHARACTERISTICS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 71-73,39. doi: 10.13204/j.gyjz200605019

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	李鑫，张新蕾，苟强，贾九荣. 采动作用下不良地质隧道衬砌结构受力性能分析. 能源与环保. 2023(05): 293-298 .
2.	岳夏冰，吴定意，王奕丁，江黎. 外海大回淤沉管隧道沉降影响因素敏感性分析. 水资源与水工程学报. 2023(06): 164-172 .

Other cited types(1)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (60) PDF downloads(4)