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Journal articles on the topic 'Loess'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Chen, Xi, and Bin Bin Chen. "Intact Loess Structural Loss Parameter in Humidification Process." Advanced Materials Research 655-657 (January 2013): 1868–73. http://dx.doi.org/10.4028/www.scientific.net/amr.655-657.1868.

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Based on soil structural view, the mechanism of loess structure is analyzed in humidification process. The concept of the loess structure loss is proposed.And quantitatively parameter described the loess structure loss is set up, that is structure loss parameter. And then the influence laws of humidification and loading on loess structure loss are discussed. The results show that structure loss parameters is increasing with the increase of the humidification water content. The moistening collapsibility has a good linear relationship with loess structure loss parameters.

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2

Phillips, Michael Lee. "Loess." Antioch Review 49, no. 4 (1991): 552. http://dx.doi.org/10.2307/4612451.

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3

SMALLEY, IAN, and EDWARD DERBYSHIRE. "Loess." Geology Today 5, no. 3 (1989): 97–99. http://dx.doi.org/10.1111/j.1365-2451.1989.tb00632.x.

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4

FOLLMER, LEON R. "Loess." Soil Science 155, no. 5 (1993): 361–62. http://dx.doi.org/10.1097/00010694-199305000-00010.

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5

Jacoby, William G. "Loess:." Electoral Studies 19, no. 4 (2000): 577–613. http://dx.doi.org/10.1016/s0261-3794(99)00028-1.

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6

Selby, M. J. "Loess." New Zealand Journal of Geography 61, no. 1 (2008): 1–18. http://dx.doi.org/10.1111/j.0028-8292.1976.tb00601.x.

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7

Gijbels, Irène, and Ilaria Prosdocimi. "Loess." Wiley Interdisciplinary Reviews: Computational Statistics 2, no. 5 (2010): 590–99. http://dx.doi.org/10.1002/wics.104.

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8

McTainsh, Grant. "Desert loess in northern Nigeria." Zeitschrift für Geomorphologie 31, no. 2 (1987): 145–65. http://dx.doi.org/10.1127/zfg/31/1987/145.

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9

Oldfield, Frank. "Editorial: Loess." PAGES news 6, no. 1 (1998): 1. http://dx.doi.org/10.22498/pages.6.1.1.

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10

Heller, Friedrich, and Michael E. Evans. "Loess magnetism." Reviews of Geophysics 33, no. 2 (1995): 211. http://dx.doi.org/10.1029/95rg00579.

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11

Leger, Michel. "Loess landforms." Quaternary International 7-8 (January 1990): 53–61. http://dx.doi.org/10.1016/1040-6182(90)90038-6.

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12

Peng, Xianglin, Chao Sun, and Yanbo Cao. "Tensile Properties of Remolded Loess and Undisturbed Loess." Annales de Chimie - Science des Matériaux 43, no. 2 (2019): 119–23. http://dx.doi.org/10.18280/acsm.430209.

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13

Sun, Jimin. "Provenance of loess material and formation of loess deposits on the Chinese Loess Plateau." Earth and Planetary Science Letters 203, no. 3-4 (2002): 845–59. http://dx.doi.org/10.1016/s0012-821x(02)00921-4.

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14

Zhang, Yao, Cheng Jin, Ning Li, and Zaiqiang Hu. "Study on the collapsibility sensitivity of loess in different acid environment by consolidometer." E3S Web of Conferences 267 (2021): 02069. http://dx.doi.org/10.1051/e3sconf/202126702069.

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Cement connection of loess is an important internal factor of loess collapse, which has a direct impact on the sensitivity of the collapse. In this study, different concentrations of nitric acid were added into the immersion water solution of loess collapsibility test. The collapsibility deformation and stability time were measured under different pressure and acid environment. The test results show that: in acid solution, the collapsibility coefficient of collapsible loess increases more under low pressure, and the collapsibility stability time is prolonged under all levels of pressure; Loess

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15

Goossens, Dirk. "Long-term aeolian loess accumulation modelled in the wind tunnel: the Molenberg case (central loess belt, Belgium)." Zeitschrift für Geomorphologie 41, no. 1 (1997): 115–29. http://dx.doi.org/10.1127/zfg/41/1997/115.

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16

Kürschner, Harald. "Life strategies of Pannonian loess cliff bryophyte communities: Studies on the cryptogamic vegetation of loess cliffs, VIII." Nova Hedwigia 75, no. 3-4 (2002): 307–18. http://dx.doi.org/10.1127/0029-5035/2002/0075-0307.

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17

Ložek, Vojen. "The problem of loess formation and the loess molluscs." DEUQUA Special Publications 3 (December 17, 2021): 67–78. http://dx.doi.org/10.5194/deuquasp-3-67-2021.

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18

Zhu, Yuanjun, Xiaoxu Jia, and Mingan Shao. "Loess Thickness Variations Across the Loess Plateau of China." Surveys in Geophysics 39, no. 4 (2018): 715–27. http://dx.doi.org/10.1007/s10712-018-9462-6.

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19

Markovic, Slobodan. "Danube loess stratigraphy – towards European loess str-atigraphic model." Quaternary International 279-280 (November 2012): 307. http://dx.doi.org/10.1016/j.quaint.2012.08.847.

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20

Li, Zuyong, Gengshe Yang, and Hui Liu. "The Influence of Regional Freeze–Thaw Cycles on Loess Landslides: Analysis of Strength Deterioration of Loess with Changes in Pore Structure." Water 12, no. 11 (2020): 3047. http://dx.doi.org/10.3390/w12113047.

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The loess landslide in Gaoling District of Xi’an, Shaanxi in China is closely related to the seasonal freeze–thaw cycle, which is manifested by the destruction of pore structure and strength deterioration of the loess body under freeze–thaw conditions. In order to study the relationship between macro-strength damage and pore structure deterioration of saturated loess under freeze–thaw conditions and its influence on the stability of landslides, this paper explores the effect of freeze–thaw cycles on the strength of saturated undisturbed loess through triaxial compression test, and explores the

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21

Wang, Qiusheng, Yunjie Li, Pei Li, and Yunpeng Qi. "Using Cement and Calcium Lignosulfonate to Improve the Mechanical Properties and Microstructure of Loess in a Seasonal Freezing Zone." Buildings 14, no. 6 (2024): 1495. http://dx.doi.org/10.3390/buildings14061495.

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The cement composite calcium lignosulfonate is used to enhance the mechanical properties and the freeze–thaw resistance of loess. Based on an unconfined compressive test under different freeze–thaw cycles, the influence of cement dosage, curing age, and freeze–thaw cycles on compressive strength are discussed. The results indicate that the strength of loess can increase by up to 13 times, and the loss of strength is reduced from 72% to 28% under the reinforcement of cement dosage and curing age. The loss of strength is mainly concentrated in the initial 5 freeze–thaw cycles, and the structure

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22

Li, Xi An, Rong Jian Li, Gao Feng Che, Wen Zheng, and Liang Li. "On the Stability of Unsaturated Loess Slope under Tunneling Condition." Advanced Materials Research 233-235 (May 2011): 2678–81. http://dx.doi.org/10.4028/www.scientific.net/amr.233-235.2678.

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As a unique mode of soil erosion, loess cavities often act as the critical factor to the stability of the highway slopes of unsaturated loess. In this paper, the unsaturated loess slope stabilities are comparatively studied in different cases through the developed program of the strength reduction FEM, such as loess cavities in different position, single- & twin cavities, occurrence and loss of matric suction etc. The work done in this paper revealed the mechanism how the tunneling and the matric suction have effect on the stability of unsaturated loess slope to some extent. The results no

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23

Sun, Yutong, and Jing Zhang. "Research Progress on Soil Erosion Control in Small Watersheds on the Loess Plateau." Frontiers in Sustainable Development 3, no. 11 (2023): 50–57. http://dx.doi.org/10.54691/fsd.v3i11.5725.

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Due to the fragility of its natural environment and the strong impact of human activities, the Loess Plateau is one of the regions with the most severe soil erosion in China. The severe soil erosion on the Loess Plateau has caused immeasurable losses to the regional economic development and ecological security. China attaches great importance to the management of soil erosion on the Loess Plateau. After decades of soil erosion control, the ecological environment of the Loess Plateau has been effectively restored, and the social and economic development has also been significant. This study com

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24

Choi, Yeon Jin, Woo Cheol Choi, Gye Rok Jeon, Jae Ho Kim, Min Seok Kim, and Jae Hyung Kim. "Characteristics of Far-Infrared Ray Emitted from Functional Loess Bio-Balls and Its Effect on Improving Blood Flow." Bioengineering 11, no. 4 (2024): 380. http://dx.doi.org/10.3390/bioengineering11040380.

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XRD diffraction and IR absorption were investigated for raw loess powder and heat-treated loess powder. Raw loess retains its useful minerals, but loses their beneficial properties when calcined at 850 °C and 1050 °C. To utilize the useful minerals, loess balls were made using a low-temperature wet-drying method. The radiant energy and transmittance were measured for the loess balls. Far-infrared ray (FIR) emitted from loess bio-balls is selectively absorbed as higher vibrational energy by water molecules. FIR can raise the body’s core temperature, thereby improving blood flow through the body

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25

Liu, Wei, Ruiqiang Bai, Xinran Sun, Fang Yang, Weiji Zhai, and Xing Su. "Rainfall- and Irrigation-Induced Landslide Mechanisms in Loess Slopes: An Experimental Investigation in Lanzhou, China." Atmosphere 15, no. 2 (2024): 162. http://dx.doi.org/10.3390/atmos15020162.

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To reveal the mechanism of rainfall- and irrigation-induced landslides in loess slopes within cold regions, a series of tests on loess samples subjected to different permeability durations were conducted, and the effects of rainfall on several performance indicators, including the permeability coefficient, composition, microstructure, soil–water characteristic curve, and the shear strength of the loess, were investigated. The results show that the permeability coefficient of the loess decreased by 68% after permeability testing. With increased permeability duration, there is a marked decrease

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26

Frechen, Manfred. "Loess in Eurasia." Quaternary International 234, no. 1-2 (2011): 1–3. http://dx.doi.org/10.1016/j.quaint.2010.11.014.

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27

Lutenegger, A. J., and G. R. Hallberg. "Stability of loess." Engineering Geology 25, no. 2-4 (1988): 247–61. http://dx.doi.org/10.1016/0013-7952(88)90030-0.

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28

Evstatiev, Dimcho. "Loess improvement methods." Engineering Geology 25, no. 2-4 (1988): 341–66. http://dx.doi.org/10.1016/0013-7952(88)90036-1.

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29

SEPPALA, MATTI. "A loess bibliography." Boreas 10, no. 4 (2008): 314. http://dx.doi.org/10.1111/j.1502-3885.1981.tb00492.x.

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30

Lee, Ku Yeon, and Suk Chan Hahm. "Effect of Loess Bedding with Loess Nanoparticles on Sleep Disorder." Journal of Naturopathy 11, no. 1 (2022): 9–17. http://dx.doi.org/10.33562/jn.2022.11.1.2.

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31

Kim, Il-Chool, Jung-Hwan Yang, and Sang-Sun Hur. "Characterization of a Loess Module for Manufacturing Loess Red Ginseng." Journal of Ginseng Research 34, no. 4 (2010): 282–87. http://dx.doi.org/10.5142/jgr.2010.34.4.282.

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32

Marković, Slobodan B., Thomas Stevens, George J. Kukla, et al. "Danube loess stratigraphy — Towards a pan-European loess stratigraphic model." Earth-Science Reviews 148 (September 2015): 228–58. http://dx.doi.org/10.1016/j.earscirev.2015.06.005.

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33

Meszner, Sascha, Markus Fuchs, and Dominik Faust. "Loess-Palaeosol-Sequences from the loess area of Saxony (Germany)." E&G Quaternary Science Journal 60, no. 1 (2011): 47–65. http://dx.doi.org/10.3285/eg.60.1.03.

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Abstract. Auf der Grundlage von neu aufgenommenen Lössprofilen im sächsischen Lösshügelland wird ein Standardprofil für die Region vorgestellt. Den früheren Arbeiten von Lieberoth &amp; Haase konnten neue stratigraphische Markerhorizonte und Paläoböden hinzugefügt werden. Besonders im bisher kaum differenzierten Hochweichsel konnten 3 Paläobodenhorizonte detektiert werden. Aus den neuen Befunden zu den Löss-Paläobodensequenzen Sachsens wird eine Klimarekonstruktion abgeleitet und zur Diskussion gestellt.

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34

Marković, Slobodan, Ken O'Hara-Dhand, and Sue McLaren. "Ian Smalley: The genius of loess of the loess world." Quaternary International 372 (June 2015): 1–5. http://dx.doi.org/10.1016/j.quaint.2015.05.028.

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35

Yuan, Kang Feng, Long Zhang, and Hua Guo. "The Comparation Study of Strength Properties for Intact Loess and Remolded Loess." Advanced Materials Research 838-841 (November 2013): 825–28. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.825.

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At present, the research is not enough for the correlation of structure and stress-strain characters in domestic.The paper aims how the change of water content and confining pressure influence the stress-strain characters of intact loess and remolded loess by consolidated drained triaxial shear test for the Shanxi loess.The results showed that: the intact loess have structure, and the strength of intact loess is larger than remolded loess in the same condition. With the increasing of water content or confining pressure, the stress-strain of intact loess and remolded loess will tend to coincide

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36

Song, Jian, Jiaxin Ma, Fengyan Li, et al. "Study on Fractal Characteristics of Mineral Particles in Undisturbed Loess and Lime-Treated Loess." Materials 14, no. 21 (2021): 6549. http://dx.doi.org/10.3390/ma14216549.

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In order to explore the fractal characteristics of particle size distribution (PSD) of various minerals in loess and lime-treated loess, the Q4 undisturbed loess and lime-treated loess were studied. From the perspective of multi-scaled microstructure, the internal characteristics of loess were observed and the regularity statistics were carried out from a macroscopic view. Fractal theory was used to quantitatively study the distribution of mineral particles in undisturbed loess and lime-treated loess. It was found that the skeleton particles of undisturbed loess were obvious and the structure

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37

Fitzsimmons, Kathryn, Sue McLaren, and Ian Smalley. "The first loess map and related topics: contributions by twenty significant women loess scholars." Open Geosciences 10, no. 1 (2018): 311–22. http://dx.doi.org/10.1515/geo-2018-0024.

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Abstract Women scholars have contributed to the study of loess. Charlotte Hibbert made the first map of loess distribution and there were many subsequent achievements. The twenty people selected represent a subjective choice; there is no overall biobibliographical metric that can be applied. The twenty are mss: Hibbert, Owen, Swineford, Conea, Marković-Marjanović, Fotakieva, Ivanova, Davin, Coude-Gaussen, Wintle, Matviishina, Gerasimenko, Billard, Grabowska-Olszewska, Sycheva, Mavlyanova, Rendell,Łanczont, Klukanova, Morozova. The INQUA Loess Commission provides a convenient temporal divide, a

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38

Hambach, Ulrich, and Ian Smalley. "Two critical books in the history of loess investigation: ‘Charakteristik der Felsarten’ by Karl Caesar von Leonhard and ‘Principles of Geology’ by Charles Lyell." Open Geosciences 11, no. 1 (2019): 447–51. http://dx.doi.org/10.1515/geo-2019-0032.

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Abstract The two critical books, launching the study and appreciation of loess, were ‘Charakteristik der Felsarten’ (CdF) by Karl Caesar von Leonhard, published in Heidelberg by Joseph Engelmann, in 1823-4, and ‘Principles of Geology’ (PoG) by Charles Lyell, published in London by John Murray in 1830-3. Each of these books was published in three volumes and in each case the third volume contained a short piece on loess (about 2-4 pages). These two books are essentially the foundations of loess scholarship. In CdF Loess [Loefs] was first properly defined and described; section 89 in vol. 3 prov

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39

Dzierżek, Jan, and Leszek Lindner. "Stratigraphy and conditions of accumulation of the Younger Loesses (Vistulian) in the Holy Cross Mountains area, Poland." Studia Quaternaria 37, no. 2 (2020): 109–20. http://dx.doi.org/10.24425/sq.2020.133755.

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The paper presents results of studies focused on occurrence and correlation of four main horizons of Younger Loesses: Lowest Younger Loess (LMn – after Maruszczak, 2001), Lower Younger Loess (LMd), Middle Younger Loess (LMs), and Upper Younger Loess (LMg) recorded in five sections (Politów, Wąchock, Nietulisko Małe, Komorniki and Bodzechów) in the Holy Cross Mountains area. All analysed loesses were accumulated during the Vistulian Glaciation (Weichselian). The horizons were distinguished based on separating interstadial tundra soils, coupled with thermoluminescence dating, and correlated with

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40

Yan, Hongxiang, Jianxun Ma, Jianhui Niu, et al. "Comprehensive Analysis of Collapsible Loess." E3S Web of Conferences 406 (2023): 03007. http://dx.doi.org/10.1051/e3sconf/202340603007.

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Loess is a kind of special sediment with pore structure and rich carbonate in its composition. Due to the characteristics of structure and composition, most loess has collapsibility. There are rich loess resources distributed in the northwest area of China. With the improvement of the traffic network in the west area, the use of loess as roadbed is gradually increasing. Therefore, during the construction process, the engineering problems encountered by loess also increased, which seriously hindered the construction process of the traffic network. Most of loess in our country is collapsible loe

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41

Gongming, Yin, Lin Min, Lu Yanchun, Li Jianping, and Han Fei. "Preliminary ESR dating results on loess samples from the loess–paleosol sequence at Luochuan, Central Loess Plateau, China." Quaternary Geochronology 2, no. 1-4 (2007): 381–85. http://dx.doi.org/10.1016/j.quageo.2006.03.011.

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42

Nan, Yalin, Ya-Ni Wei, Kui Liu, and Yanbo Cao. "Quantitative 3D Characterization of Pore Structure in Malan Loess from Different Regions of the Loess Plateau." Water 15, no. 17 (2023): 3151. http://dx.doi.org/10.3390/w15173151.

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The micro pores in loess show regional variation in structure on the Loess Plateau and greatly influence the physical properties and macro behaviors of loess. In this study, the 3D microstructures of Malan loess from Lanzhou (LZ), Qingyang (QY), Hengshan (HS) and Jingyang (JY) were established based on μ-CT scanning, and the corresponding microstructural parameters were compared and analyzed quantitatively. The results indicate that the LZ and HS loess both show overall homogeneous structures with dominant inter-particle pores, while the QY and JY loess have more intra-aggregate and constricte

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43

Yang, Hui, Wan-li Xie, Qi-qi Liu, Rong-sen Zhu, and Ying-ying Liu. "Three-stage collapsibility evolution of Malan loess in the Loess Plateau." CATENA 217 (October 2022): 106482. http://dx.doi.org/10.1016/j.catena.2022.106482.

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44

Faust, Dominik, Maximilian Pachtmann, Georg Mettig, et al. "Sandy soils in silty loess: the loess system of Matmata (Tunisia)." Quaternaire, no. 31/3 (September 1, 2020): 175–86. http://dx.doi.org/10.4000/quaternaire.14217.

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45

Ding, Z. L., V. Ranov, S. L. Yang, A. Finaev, J. M. Han, and G. A. Wang. "The loess record in southern Tajikistan and correlation with Chinese loess." Earth and Planetary Science Letters 200, no. 3-4 (2002): 387–400. http://dx.doi.org/10.1016/s0012-821x(02)00637-4.

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46

Jiang, Mingjing, Fuguang Zhang, Haijun Hu, Yujun Cui, and Jianbing Peng. "Structural characterization of natural loess and remolded loess under triaxial tests." Engineering Geology 181 (October 2014): 249–60. http://dx.doi.org/10.1016/j.enggeo.2014.07.021.

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47

Li, Ping, Wanli Xie, Ronald Y. S. Pak, and Sai K. Vanapalli. "Microstructural evolution of loess soils from the Loess Plateau of China." CATENA 173 (February 2019): 276–88. http://dx.doi.org/10.1016/j.catena.2018.10.006.

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48

Korobova, Olga, and Ljubov Maksimenko. "Study loess and loess-like rocks primer of the Western Siberia." E3S Web of Conferences 431 (2023): 09006. http://dx.doi.org/10.1051/e3sconf/202343109006.

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Recently, the development problems of the loess subsidence soils as foundations of buildings and structures arise due to climate change on the planet in the consequence to the expansion of human economic activity and other unfavorable factors. For foundations composed of loess subsidence soils, the properties’ prediction is of great importance, taking into account the risks of flooding of territories, modern technologies for setting up foundations in already built-up and newly developed territories. Errors in design can contribute to a significant decrease in the values of strength and deforma

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49

Turk, Judith K., Rebecca A. Young, Nicolas A. Jelinski, et al. "Soils of the Central Nebraska Loess Hills and Central Loess Plains." Great Plains Research 32, no. 2 (2022): 95–133. http://dx.doi.org/10.1353/gpr.2022.0010.

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50

Xiong, Li-Yang, Guo-An Tang, Josef Strobl, and A.-Xing Zhu. "Paleotopographic controls on loess deposition in the Loess Plateau of China." Earth Surface Processes and Landforms 41, no. 9 (2016): 1155–68. http://dx.doi.org/10.1002/esp.3883.

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