Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (S1): 461-475.doi: 10.16285/j.rsm.2022.1591

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A comparative study of methods for determining boundary dry density of coral sand

QU Ru1, 2, ZHU Chang-qi1, LIU Hai-feng1, WANG Tian-min1, 2, MA Cheng-hao1, 2, WANG Xing3   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. School of Civil Engineering, Guangzhou University, Guangzhou, Guangdong 510006, China
  • Received:2022-10-13 Accepted:2023-01-03 Online:2023-11-16 Published:2023-11-19
  • Supported by:
    This work was supported by the National Key R&D Program of China(2021YFC3100604) and the Natural Science Foundation of China (42277185, 41877271).

Abstract: The boundary dry density (including the maximum and the minimum dry density) is an important parameter affecting the mechanical properties of sand. When the method for determination of dry density in the Chinese specification is applied to the coral sand from the island reefs, the particle breakage of coral sand cannot be ignored during the procedure of measuring dry density, which will introduce great errors to the results. In this paper, the specifications of China, the United States and Japan were adopted to conduct a comparative study of methods for determining the boundary dry density of coral sand. Furthermore, the results of ISO standard sand were compared, thereby proposing a recommended method which was suitable for determining the boundary dry density of coral sand. The results demonstrate that the results of the minimum dry density determined by the three specifications mentioned above are ρjisdmin< ρGBdmin< ρASTMdmin  for coral sand and standard sand with different particle sizes; and the maximum dry density results determined are ρJISdmaxρGBdmax ≈ρASTMdmax . The dry density difference (Δρd) between coral sand and standard sand measured by the three specifications varies dramatically with the particle size. With the increase of moisture content, the maximum and the minimum dry densities of coral sand both present the trend of ρJISdρGBd < ρASTM; and the difference in dry density between different specifications increases with increasing moisture content, and remains stable subsequently. The Chinese specification for particle breakage in the dry density determination process is much larger than the American specification and the Japanese specification. In summary, the determination method of dry density adopted by the American specification has the advantages of clear definition of sand sample state, simple operation, wide range of particle size, ideal dry density results, less particle breakage and small discreteness of dry density results, thus it is a suitable method for the determination of dry density of coral sand.

Key words: coral sand, methods for determination of dry density, particle breakage, moisture content, relative density

CLC Number: 

  • TU 441
[1] HU Feng-hui, FANG Xiang-wei, SHEN Chun-ni, WANG Chun-yan, SHAO Sheng-jun, . Experiment on particle breakage, strength, and dilatancy of coral sand under true triaxial conditions [J]. Rock and Soil Mechanics, 2025, 46(7): 2147-2159.
[2] CHEN Jia-rui, FAN Bao-yun, YE Jian-hong, ZHANG Chun-shun, . Particle breakage and its evolution model of calcareous sand through triaxial tests [J]. Rock and Soil Mechanics, 2025, 46(7): 2095-2105.
[3] JIANG Hai-bo, LU Yan, LI Lin, ZHANG Jun, . Strength characteristics and damage evolution law of expansive soil in water conveyance channel under dry-wet and freeze-thaw action [J]. Rock and Soil Mechanics, 2025, 46(5): 1356-1367.
[4] YANG Yan-shuang, YAN Lei, ZHANG Zhan-rong, LIU Yong-li, CUI Zhen, PENG Jian-cheng, KANG Zhao-peng, . Ground motion propagation characteristics based on three-phase porous medium model [J]. Rock and Soil Mechanics, 2025, 46(4): 1109-1121.
[5] XU Qing-zhao, SHI Wen-bao, CHANG Ju-cai, MIAO Zhuang, YAN Ao-yun, LI Chuan-ming, QI Chao. Mechanical response and macro and micro failure mechanism of water-bearing coal samples with different loading rates [J]. Rock and Soil Mechanics, 2025, 46(3): 881-893.
[6] GUO Xu-hui, ZHU Hong-hu, WU Bing, GAO Yu-xin, HU Le-le, CAO Ding-feng, . Fiber optic passive sensing of loess moisture content based on artificial neural network [J]. Rock and Soil Mechanics, 2025, 46(2): 653-664.
[7] LIU Lu, LI Shuai-xue, ZHANG Xin-lei, GAO Hong-mei, WANG Zhi-hua, XIAO Yang. Experimental investigation on dynamic shear modulus and damping ratio of biocemented coral sand [J]. Rock and Soil Mechanics, 2025, 46(11): 3410-3420.
[8] QIN You, LONG Hui, WU Qi, ZHUANG Hai-yang, CHEN Guo-xing. Experimental study on threshold strain for pore pressure increase and stiffness degradation in saturated coral sand under complex stress paths [J]. Rock and Soil Mechanics, 2025, 46(11): 3441-3450.
[9] YANG Jia-qiang, ZHU Yu-long, XI Bang-lu, ZHANG Zhen-hua, . Prediction of cumulative plastic deformation for fouled ballast under different moisture contents [J]. Rock and Soil Mechanics, 2024, 45(S1): 715-722.
[10] CHEN Jun-hao, ZHANG Yan-e, WANG Gang, WANG Heng, . An experimental study on consolidated drainage strength of calcareous sand under anisotropic consolidation paths [J]. Rock and Soil Mechanics, 2024, 45(8): 2290-2298.
[11] WANG Xin-zhi, HUANG Peng, LEI Xue-wen, WEN Dong-sheng, DING Hao-zhen, LIU Kai-cheng, . Permeability test of zinc sulfate bonded coral sand and discussion on its engineering application [J]. Rock and Soil Mechanics, 2024, 45(7): 2094-2104.
[12] WANG Bu-xue-yan, MENG Qing-shan, QIAN Jian-gu, . Breaking rate of coral sand and gravel based on volume change [J]. Rock and Soil Mechanics, 2024, 45(7): 1967-1975.
[13] ZHU Jing, PEI Qiang-qiang, GUO Qing-lin, ZHANG Bo, . Distribution characteristics of water and salt transport in rammed earth sites based on size effect [J]. Rock and Soil Mechanics, 2024, 45(5): 1481-1494.
[14] WANG Chao-hui, WEN Peng-hui, SONG Liang, NIU Liang-liang, XI He, . Gradation composition design of salt rock aggregate base based on particle breakage characteristics [J]. Rock and Soil Mechanics, 2024, 45(2): 340-352.
[15] ZHANG Ji-ru, CHEN Jing-xin, WANG Lei, PENG Wei-ke . Effect of drainage conditions during triaxial shearing on particle breakage, deformation, and strength properties of calcareous sand [J]. Rock and Soil Mechanics, 2024, 45(2): 375-384.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!