Technical Papers
May 26, 2021

Microstructure Quantification, Characterization, and Regional Variation in the Ma Lan Loess on the Loess Plateau in China

Publication: International Journal of Geomechanics
Volume 21, Issue 8

Abstract

The Ma Lan loess is a typical structural soil due to its water sensitivity, collapsibility, and seismic vulnerability. In this study, Ma Lan loess samples were extracted from 17 sites distributed on the Loess Plateau, and field and laboratory tests were conducted to ascertain the physical and mechanical parameters of the loess. The optical microscopy-based serial sectioning method was adopted to systematically research the characteristics and regional variation in the microstructure of the Ma Lan loess. The results show that the relationships of the equivalent diameter of loess particles, pores, and throats versus the corresponding quantitative percentages satisfy the rational and Gaussian distributions, respectively, and that the channel length of the loess throat versus the quantitative probability can be accurately fitted by adopting the gamma distribution. The distributions of particle size and orientation, pore size, throat radius, and channel length of the Ma Lan loess show obvious regional zonation on the Loess Plateau, which are influenced by the factors of source properties, aeolian power, migration distance, erosional history, and so on. The microstructure of the Ma Lan loess can be classified into the following three categories: particle aerial structure (I), aggregation aerial structure (II), and flocculated structure (III); the loess in the northern Loess Plateau is primarily Category I, and the loesses from other locations are primarily Categories II and III.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This study was sponsored by the National Natural Science Foundation of China (Grant Nos. 41877245 and 41630634).

References

Barbara, G.-O. 1975. “SEM analysis of microstructures of loess deposits.” Bull. Int. Assoc. Eng. Geol. 11 (1): 45–48. https://doi.org/10.1007/BF02635451.
Barbara, G.-O. 1989. “Skeletal microstructure of loesses—Its significance for engineering-geological and geotechnical studies.” Appl. Clay Sci. 4 (4): 327–336. https://doi.org/10.1016/0169-1317(89)90040-9.
Cegla, J., T. Buckley, and I. J. Smalley. 1971. “Microtextures of particles from some European loess deposits.” Sedimentology 17 (1–2): 129–134. https://doi.org/10.1111/j.1365-3091.1971.tb01139.x.
Deng, L., W. Fan, S. Liu, Y. Chang, Y. Dai, and Y. Li. 2020. “Quantitative research and characterization of the loess microstructure in the Bai Lu tableland, Shaanxi Province, China.” Adv. Civ. Eng. 2020: 3681382. https://doi.org/10.1155/2020/3681382.
Deng, L., W. Fan, Y. Yin, and Y. Cao. 2018. “Case study of a collapse investigation of loess sites covered by very thick loess–paleosol interbedded strata.” Int. J. Geomech. 18 (11): 05018009. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001160.
Derbyshire, E., and T. W. Mellors. 1988. “Geological and geotechnical characteristics of some loess and loessic soils from China and Britain: A comparison.” Eng. Geol. 25 (2–4): 135–175. https://doi.org/10.1016/0013-7952(88)90024-5.
Gao, G. 1979. “Study of the microstructures and the collapse mechanism in loess soil from Lanzhou.” [In Chinese.] J. Lanzhou Univ. 2: 126–137. https://doi.org/10.13885/j.issn.0455-2059.1979.02.014.
Gao, G. 1980. “Microtexture type and collapsibility of loess soil.” [In Chinese.] Sci. China 12 (1): 814–886.
Gao, G. 1981. “Classification of microstructures of loess in China and their collapsibility.” Sci. Sin. 24 (7): 962–973.
Gao, G. 1988. “Formation and development of the structure of collapsing loess in China.” Eng. Geol. 25 (2–4): 235–245. https://doi.org/10.1016/0013-7952(88)90029-4.
Gao, G. 1996. “The distribution and geotechnical properties of loess soils, lateritic soils and clayey soils in China.” Eng. Geol. 42 (1): 95–104. https://doi.org/10.1016/0013-7952(95)00056-9.
Gao, L.-x., M.-t. Luan, and Q. Yang. 2012. “Evaluation of loess collapsibility based on principal components of microstructural parameters.” [In Chinese.] Rock Soil Mech. 33 (7): 1921–1926. https://doi.org/10.16285/j.rsm.2012.07.040.
Gu, T., J. Wang, L. Guo, D. Wu, and K. Li. 2011. “Study of Q3 loess microstructure changes based on image processing.” [In Chinese.] Chin. J. Rock Mech. Eng. 30 (1): 3185–3192.
Hu, R. L., M. R. Yeung, C. F. Lee, and S. J. Wang. 2001. “Mechanical behavior and microstructural variation of loess under dynamic compaction.” Eng. Geol. 59 (3–4): 203–217. https://doi.org/10.1016/S0013-7952(00)00074-0.
Jiang, M., F. Zhang, H. Hu, Y. Cui, and J. Peng. 2014. “Structural characterization of natural loess and remolded loess under triaxial tests.” Eng. Geol. 181 (1): 249–260. https://doi.org/10.1016/j.enggeo.2014.07.021.
Lei, S., and W. Tang. 2004. “Analysis of microstructure change for loess in the process of loading and collapse with CT scanning.” Chin. J. Rock Mech. Eng. 23 (24): 4166–4169.
Lei, X. 1983. “Type of the loess microtextures in Xian Distrct.” [In Chinese.] J. Northwest Univ. 41 (4): 56–65.
Lei, X. 1989. “The relationship between microtexture types and indices of fhysico-mechanical properties of Loess in China.” Acta Geol. Sin. 2 (4): 433–443. https://doi.org/10.1111/j.1755-6724.1989.mp2004008.x.
Li, P., W. Xie, R. Y. S. Pak, and S. K. Vanapalli. 2019. “Microstructural evolution of loess soils from the Loess Plateau of China.” Catena 173 (1): 276–288. https://doi.org/10.1016/j.catena.2018.10.006.
Li, R., Z. Wu, Q. Liang, S. Xu, and T. Zhao. 2018. “Influence factors of dynamic characteristics of loess considering the microstructure properties.” [In Chinese.] J. Eng. Geol. 26 (4): 905–914. https://doi.org/10.13544/j.cnki.jeg.2017-391.
Li, X.-A., and L. Li. 2017. “Quantification of the pore structures of Malan loess and the effects on loess permeability and environmental significance, Shaanxi Province, China: An experimental study.” Environ. Earth Sci. 76 (15): 523–537. https://doi.org/10.1007/s12665-017-6855-7.
Lin, Z., and W. Liang. 1982. “Engineering properties and zoning of loess and loess-like soils in China.” Can. Geotech. J. 19 (1): 76–91. https://doi.org/10.1139/t82-007.
Liu, Z., F. Liu, F. Ma, M. Wang, X. Bai, Y. Zheng, H. Yin, and G. Zhang. 2016. “Collapsibility, composition, and microstructure of loess in China.” Can. Geotech. J. 53 (4): 673–686. https://doi.org/10.1139/cgj-2015-0285.
Lu, Y. 2010. “Reconstruction, characterization, modeling and visualization of inherent and induced digital sand microstructures.” Ph.D. thesis, Civil and Environmental Engineering, Georgia Institute of Technology.
Ma, F., J. Yang, and X. Bai. 2017. “Water sensitivity and microstructure of compacted loess.” Transp. Geotech. 11 (1): 41–56. https://doi.org/10.1016/j.trgeo.2017.03.003.
Matalucci, R. V., M. Abdel-Hady, and J. W. Shelton. 1970. “Influence of microstructure of loess on triaxial shear strength.” Eng. Geol. 4 (4): 341–351. https://doi.org/10.1016/0013-7952(70)90024-4.
Miao, T., Z. Liu, and Y. Liu. 2002. “Unified catastrophic model for collapsible loess.” J. Eng. Mech. 128 (5): 595–598. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:5(595).
Ni, W., and H. Shi. 2014. “Influence of freezing thawing cycles on microstructure and shear strength of loess.” [In Chinese.] J. Glaciol. Geocryol. 36 (4): 922–927.
Shi, Y., and G. Qiu. 2011. “Constitutive relation of seismic subsidence of loess based on microstructure.” [In Chinese.] Chin. J. Geotech. Eng. 33 (supp.1): 7–11.
Sun, Q., X. Zhang, and H. Li. 2008. “Research on microstructural catastrophe model of deformation of collapsible loess.” [In Chinese.] Rock Soil Mech. 29 (3): 663–667. https://doi.org/10.16285/j.rsm.2008.03.044.
Velichko, A. A., T. D. Morozova, V. P. Nechaev, N. W. Rutter, K. G. Dlusskii, E. C. Little, N. R. Catto, V. V. Semenov, and M. E. Evans. 2006. “Loess/paleosol/cryogenic formation and structure near the northern limit of loess deposition, East European Plain, Russia.” Quat. Int. 152–153 (1): 14–30. https://doi.org/10.1016/j.quaint.2005.12.003.
Wang, J., P. Li, Q. Gu, Y. Xu, and T. Gu. 2019. “Changes in tensile strength and microstructure of loess due to vibration.” J. Asian Earth Sci. 169 (1): 298–307. https://doi.org/10.1016/j.jseaes.2018.10.011.
Wang, M. 2010. “Study on structure of collapsible loess in China.” [In Chinese.] Ph.D. thesis, College of Civil Engineering, Taiyuan Univ. of Technology.
Wang, N., D. Luo, Y. Yong, X. Chen, and J. Yang. 2011. “Dynamic strength and microstructure change of Malan loess under triaxal cycle loading.” [In Chinese.] J. Eng. Geol. 19 (4): 467–411.
Wang, Y., and Z. Teng. 1982. “Microstructure characteristics and variation with ages and regions of loess in China.” [In Chinese.] Chin. Sci. Bull. 27 (2): 102–105. https://doi.org/10.1360/csb1982-27-2-102.
Wei, Y., W. Fan, B. Yu, L. Deng, and T. Wei. 2020. “Characterization and evolution of three-dimensional microstructure of Malan loess.” Catena 192: 104585. https://doi.org/10.1016/j.catena.2020.104585.
Xia, J., and A.-M. Han. 2009. “Cyclic variability in microstructure and physio-mechanical properties of the Xiashu Loess–palaeosol sequence in Nanjing, China.” Eng. Geol. 104 (3–4): 263–268. https://doi.org/10.1016/j.enggeo.2008.11.002.
Xie, W., P. Li, M. Zhang, T.-e. Cheng, and Y. Wang. 2018. “Collapse behavior and microstructural evolution of loess soils from the Loess Plateau of China.” J. Mountain Sci. 15 (8): 1642–1657. https://doi.org/10.1007/s11629-018-5006-2.
Zhang, Y., and Y. Qu. 2005. “Cements of sand loess and the ir cementation in north Shaanxi and west Shanxi.” [In Chinese.] J. Eng. Geol. 13 (1): 18–28.
Zhang, Z. 1964. “A study on the microtexture of the Chinese loess.” [In Chinese.] Acta Geol. Sin. 44 (1): 113–125.
Zhu, H. 1963. “Some properties of particle and structure of Malan loess in middle stream of the Yellow River.” [In Chinese.] Sci. Geol. Sin. 2 (1): 36–48.
Zhu, H., F. Gao, and J. Pei. 1959. “Analysis of loess particles under microscope.” [In Chinese.] Sci. Geol. Sin. 3: 90–92.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 21Issue 8August 2021

History

Received: Aug 6, 2020
Accepted: Feb 25, 2021
Published online: May 26, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 26, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Professor, School of Geological Engineering and Geomatics, Chang’an Univ., Yanta Rd. 126#, Xi’an, Shaanxi Province 710054, People’s Republic of China (corresponding author). ORCID: https://orcid.org/0000-0002-2018-6864. Email: [email protected]
Professor, School of Geological Engineering and Geomatics, Chang’an Univ., Yanta Rd. 126#, Xi’an, Shaanxi Province 710054, People’s Republic of China. Email: [email protected]
Yu-Peng Chang [email protected]
School of Geological Engineering and Geomatics, Chang’an Univ., Yanta Rd. 126#, Xi’an, Shaanxi Province 710054, People’s Republic of China. Email: [email protected]
Doctor, School of Geological Engineering and Geomatics, Chang’an Univ., Yanta Rd. 126#, Xi’an, Shaanxi Province 710054, People’s Republic of China. Email: [email protected]
Doctor, School of Geological Engineering and Geomatics, Chang’an Univ., Yanta Rd. 126#, Xi’an, Shaanxi Province 710054, People’s Republic of China. Email: [email protected]
Ting-Ting Wei [email protected]
Doctor, School of Geological Engineering and Geomatics, Chang’an Univ., Yanta Rd. 126#, Xi’an, Shaanxi Province 710054, People’s Republic of China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • Experimental Investigation of the Hydration Swelling Effect of Clay Minerals on Loess Collapsibility, International Journal of Geomechanics, 10.1061/(ASCE)GM.1943-5622.0002609, 23, 1, (2023).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share