Abstract
Purpose
Inherent spatial variability of properties of loess deposit along depth direction plays important roles in soil reclamation, agricultural irrigation, and risk assessment and management of geo-hazards on the Loess Plateau. This study aims to develop a database for loess deposit properties in Shaanxi Province first, followed by evaluating and reporting comprehensively the abovementioned spatial variability along depth.
Materials and methods
A comprehensive literature review and numerous laboratory tests were conducted for 37, 81, and 177 loess profiles respectively for sandy, silty, and clayey loess to examine their properties in Shaanxi Province, China. For each property collected in the database, the means, coefficients of variation (COV), most suitable probability distribution functions, and spatial correlation lengths along the depth direction were evaluated and reported.
Results and discussion
The physical and index properties and strength properties of the three loess soil generally exhibit relatively low variabilities with a mean COV of less than 20.0% in most cases. In contrast, the deformation properties exhibit medium to high variabilities with a mean COV varying from roughly 27.0 to 85.0%. For all of these properties mentioned above, the spatial correlation length along depth was estimated to be approximately 3 ~ 8 m.
Conclusions
(1) The COV of loess properties at one site can be significantly different from that at other sites. Thus, the site-specific variabilities of loess deposit properties shall be considered in geological design and analysis. (2) When site-specific data of properties for loess deposits are not available for on-going geological/geotechnical projects, the typical ranges of loess properties obtained in this study, including their statistics and correlation lengths, can be used as guidelines for approximation.
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Data availability
All data necessary have been well reported in this research. The original database used in this research, however, is not open to public currently, because further analysis based on which is still on-going.
References
An ZS, Liu TS, Lu Y, Porter S, Kukla G, Wu X, Hua Y (1990) The long-term paleomonsoon variation recorded by the loess–paleosol se-quence in central China. Quat Int 7:91–95. https://doi.org/10.1016/1040-6182(90)90042-3
An ZS, Kutzbach JE, Prell WL, Porter SC (2001) Evolution of Asian mon-soons and phased uplift of the Himalaya-Tibetan Plateau since lateMiocene times. Nature 411:62–66. https://doi.org/10.1038/35075035
Aladejare AE, Wang Y (2017) Evaluation of rock property variability. Georisk 11(1):22–41. https://doi.org/10.1080/17499518.2016.1207784
Ang AH, Tang WH (2007) Probability concepts in engineering: emphasis on applications to civil and environmental engineering. Wiley, New York
Baecher GB, Christian JT (2003) Reliability and statistics in geotechnical engineering. Wiley, New York
Cao ZJ, Wang Y (2013) Bayesian approach for probabilistic site characterization using cone penetration tests. J Geotech Geoenviron Eng 139(2):267–276. https://doi.org/10.1061/(asce)gt.1943-5606.0000765
Cao ZJ, Wang Y, Li DQ (2016) Quantification of prior knowledge in geotechnical site characterization. Eng Geol 203107–116. https://doi.org/10.1016/j.enggeo.2015.08.018
Cao ZJ, Wang Y, Li DQ (2017) Probabilistic approaches for geotechnical site characterization and slope stability analysis. Zhejiang University Press and Springer, Heidelberg
Chen HE, Jiang YL, Gao Y, Yuan XQ (2019) Structural characteristics and its influencing factors of typical loess. Bull Eng Geol Env 78(7):4893–4905. https://doi.org/10.1007/s10064-018-1431-2
Chen LL (2010) The applicability study of chord modulus method in the deformation of loess foundation. Dissertation, Chang'an University (in Chinese)
Ching J, Chen YC (2007) Transitional Markov Chain Monte Carlo method for Bayesian model updating, model class selection, and model averaging. J Eng Mech 133(7):816–832. https://doi.org/10.1061/(asce)0733-9399(2007)133:7(816)
Ching J, Phoon KK (2014) Transformations and correlations among some clay parameters — the global database. Can Geotech J 51(6):663–685. https://doi.org/10.1139/cgj-2013-0262
Christian JT, Ladd CC, Baecher GB (1994) Reliability applied to slope stability analysis. J Geotech Eng 120(12):2180–2207. https://doi.org/10.1061/(asce)0733-9410(1994)120:12(2180)
D’Ignazio M, Phoon KK, Tan SA, Länsivaara TT (2016) Correlations for undrained shear strength of Finnish soft clays. Can Geotech J 53(10):1628–1645. https://doi.org/10.1139/cgj-2016-0037
de Gast T, Vardon PJ, Hicks MA (2021) Assessment of soil spatial variability for linear infrastructure using cone penetration tests. Géotechnique 71(11):999–1013. https://doi.org/10.1680/jgeot.19.SiP.002
Deng LS, Fan W, Yin YP, Cao YB (2018) Case study of a collapse investigation of loess sites covered by very thick loess-paleosol interbedded strata. Int J Geomech 18(11). https://doi.org/10.1061/(asce)gm.1943-5622.0001160
Ding JY (2018) Study on collapsibility of loess under self-gravity based on high pressure consolidation test. Dissertation, Chang'an University (in Chinese)
Ding ZL, Derbyshire E, Yang SL, Sun JM, Liu TS (2005) Stepwise expansion of desert environment across Northern China in the past 3.5 Ma and implications for monsoon evolution. Earth and Planet Sci Lett 237(1–2):45–55. https://doi.org/10.1016/j.epsl.2005.06.036
Ding ZL, Liu DS, Liu XM (1990) Thirty seven climatic cycles in the last 2.5 Ma. Chinese Sci Bull 35(8):666–671.
Ding ZL, Yu ZW, Rutter NW, Liu TS (1994) Towards an orbital time scale for Chinese loess deposits. Quat Sci Rev 13:39–70. https://doi.org/10.1016/0277-3791(94)90124-4
Fan HG (2016) study on engineering characteristics and curing measures of collapsible loess which **'an metro project pass through. Dissertation, Chang'an University (in Chinese)
Feng S, Vardanega PJ (2019) A database of saturated hydraulic conductivity of fine-grained soils: probability density functions. Georisk 13(4):255–261. https://doi.org/10.1080/17499518.2019.1652919
Fenton GA, Griffiths DV (2008) Risk assessment in geotechnical engineering. Wiley, New York
GB/T50145-2007 (2007) Standard for engineering classification of soil. China Planning Press, Bei**g
GB/T 50123-2019 (2019) Standard for geotechnical testing method. China Planning Press, Bei**g. https://slt.henan.gov.cn/2021/04-12/2124270.html
Gong WP, Zhao C, Juang CH, Zhang YJ, Tang HM, Lu YC (2021) Coupled characterization of stratigraphic and geo-properties uncertainties — a conditional random field approach. Eng Geol 294:160348. https://doi.org/10.1016/j.enggeo.2021.106348
Guo Z, Biscaye P, Wei L, Chen X, Peng S, Liu T (2000) Summer monsoon variations over the last 1.2 Ma from the weathering of loess-soil sequences in China. Geophys Res Lett 27(12):1751–1754. https://doi.org/10.1029/1999GL008419
Heller F, Evans ME (1995) Loess magnetism. Rev Geophys 33(2):211–240. https://doi.org/10.1029/95RG00579
Hong B, Li XA, Wang L, Li LC (2019) Temporal variation in the permeability anisotropy behavior of the Malan loess in Northern Shaanxi Province, China: an experimental study. Environ Earth Sci 78(15):12. https://doi.org/10.1007/s12665-019-8449-z
Hou K, Qian H, Zhang Q, Lin T, Chen Y, Zhang Y, Qu W (2020) Influence of Quaternary paleoclimate change on the permeability of the loess–paleosol sequence in the Loess Plateau, northern China. Earth Surf Processes Landf 45(4):862–876. https://doi.org/10.1002/esp.4779
Hou K, Qian H, Zhang Y, Qu W, Ren W, Wang H (2021) Relationship between fractal characteristics of grain-size and physical properties: insights from a typical loess profile of the loess Plateau. Catena 207. https://doi.org/10.1016/j.catena.2021.105653
Hu W, Shao MA, Wang QJ, Fan J, Reichardt K (2008) Spatial variability of soil hydraulic properties on a steep slope in the Loess Plateau of China. Sci Agr 65(3):268–276. https://doi.org/10.1590/s0103-90162008000300007
Jaksa MB (1995) The influence of spatial variability on the geotechnical design properties of a stiff, overconsolidated clay. Dissertation, University of Adelaide
Jiang SH, Huang J, Huang FM, Yang JH, Yao C, Zhou CB (2018) Modelling of spatial variability of soil undrained shear strength by conditional random fields for slope reliability analysis. Appl Math Model 63:374–389. https://doi.org/10.1016/j.apm.2018.06.030
Lacasse S, Nadim F (1996) Uncertainties in characterising soil properties. In: Uncertainty in the geologic environment: from theory to practice, ASCE49–75
Li T, Zhang J, **ong S, Zhang R (2020) The spatial variability of soil water content in a potato field before and after spray irrigation in arid northwestern China. Water Supp 20:860–870. https://doi.org/10.2166/ws.2020.006
Liu HL (2014) Study on the compaction test features of the loess layers in **nfeng city and Luochuan county. Dissertation, Chang'an University (in Chinese)
Liu LL, Cheng YM, Pan QJ, Dias D (2020) Incorporating stratigraphic boundary uncertainty into reliability analysis of slopes in spatially variable soils using one-dimensional conditional Markov chain model. Comput Geotech 118:103321. https://doi.org/10.1016/j.compgeo.2019.103321
Liu TS (1985) Loess and environment. Science Press, Bei**g (in Chinese)
Liu Z (1997) Mechanics and engineering of loess. Shaanxi Science and Technology Press, **'an (in Chinese)
Lloret-Cabot M, Fenton GA, Hicks MA (2014) On the estimation of scale of fluctuation in geostatistics. Georisk 8(2):129–140. https://doi.org/10.1080/17499518.2013.871189
Lu HY, Zhang FQ, Liu XD, Duce R (2004) Periodicities of palaeoclimatic variations recorded by loess–paleosol sequences in China. Quat Sci Rev 23(18):1891–1900. https://doi.org/10.1016/j.quascirev.2004.06.005
Lu QZ, Qiao JW, Peng JB, Liu ZL, Liu C, Tian LY, Zhao JY (2019) A typical earth fissure resulting from loess collapse on the Loess Plateau in the Weihe Basin, China. Eng Geol 259(3):105189. https://doi.org/10.1016/j.enggeo.2019.105189
Luo J, Zhang L, Yang H, Wei X, Liu D, Xu J (2021) Probabilistic model calibration of spatial variability for a physically-based landslide susceptibility model. Georisk pp 1–18. https://doi.org/10.1080/17499518.2021.1988986
Miao C, Cao ZJ, **ao T, Li DQ, Du W (2022) BayLUP: a Bayesian framework for conditional random field simulation of the liquefaction-induced settlement considering statistical uncertainty and model error. Gondwana Res. https://doi.org/10.1016/j.gr.2022.10.020
Meng XF, Liao HJ, Zhang JW (2020) Infiltration law of water in undisturbed loess and backfill. Water 12(9):19. https://doi.org/10.3390/w12092388
Meng XF, Liao HJ, Zhang JW (2021) Research on the collapsibility of loess after water immersion. Nat Hazards 109(1):303–328. https://doi.org/10.1007/s11069-021-04837-z
Ning JN (2014) Study on the CBR value distribution law of the loess layers in Luochuang. Dissertation, Chang'an University (in Chinese)
Phoon KK, Kulhawy FH, Grigoriu MD (2000) Reliability-based design for transmission line structure foundations. Comput Geotech 26(3–4):169–185. https://doi.org/10.1016/s0266-352x(99)00037-3
Phoon KK, Kulhawy FH (1999a) Characterization of geotechnical variability. Can Geotech J 36(4):612–624. https://doi.org/10.1139/t99-038
Phoon KK, Kulhawy FH (1999b) Evaluation of geotechnical property variability. Can Geotech J 36(4):625–639. https://doi.org/10.1139/cgj-36-4-625
Qi CJ (2009) Preliminary study on loess collapsibility under overburden pressure characteristic of Q2 collapsible loess. Dissertation, **’an University of Technology (in Chinese)
Qi XH, Liu HX (2019) Estimation of autocorrelation distances for in-situ geotechnical properties using limited data. Struct Saf 7926–38. https://doi.org/10.1016/j.strusafe.2019.02.003
Schoniger A, Wohling T, Samaniego L, Nowak W (2014) Model selection on solid ground: rigorous comparison of nine ways to evaluate Bayesian model evidence. Water Resour Res 50(12):9484–9513. https://doi.org/10.1002/2014WR016062
Shao SJ, LI J, LI GL, Deng GH, Zhang JW, Liu Y, Shao S (2015) Evaluation method for self-weight collapsible deformation of large thickness loess foundation. J Geotech Eng 37(6):965–978 (in Chinese). https://doi.org/10.11779/CJGE201506001
Shao SJ, Chen F, Shao S (2017a) Collapse deformation evaluation method of loess tunnel foundation. J Rock Mech Eng 36(5):1289–1300 (in Chinese). https://doi.org/10.13722/j.cnki.jrme.2016.0697
Shao SJ, Wang LQ, Shao S, Wang Q (2017b) Structural yield and collapse deformation of loess. J Geotech Eng 39(08):1357–1365 (in Chinese). https://doi.org/10.11779/CJGE201708001
Straub D, Papaioannou I (2015) Bayesian updating with structural reliability methods. J Eng Mech 141(3):04014134. https://doi.org/10.1061/(asce)em.1943-7889.0000839
Stuedlein AW, Kramer SL, Arduino P, Holtz RD (2012) Geotechnical characterization and random field modeling of desiccated clay. J Geotech Geoenviron Eng 138(11):1301–1313. https://doi.org/10.1061/(asce)gt.1943-5606.0000723
Sun L (2020) Study on calculation method of loess foundation collapse settlement due to loading-wetting. Dissertation, Northwest A&F Universit (in Chinese)
Tan CX, Sun WF, Meng J, Zhang CS, Wu SR, Shi JS, Li B, Wang T (2015) Research on loess-paleosol engineering geology features from the borehole cores of a typical section in Baoji area, Shaanxi province. China Environ Earth Sci 74(5):4469–4491. https://doi.org/10.1007/s12665-015-4468-6
Tian M, Li DQ, Cao ZJ, Phoon KK, Wang Y (2016) Bayesian identification of random field model using indirect test data. Eng Geol 210:197–211. https://doi.org/10.1016/j.enggeo.2016.05.013
Tuo XY (2009) Study on the collapsibility and formation of loess in Eastern of Central Shaanxi Plain South of Weihe River. Dissertation, Chang'an University (in Chinese)
Vanmarcke E, Shinozuka M, Nakagiri S, Schuëller GI, Grigoriu M (1986) Random fields and stochastic finite elements. Struct Saf 3(3–4):143–166. https://doi.org/10.1016/0167-4730(86)90002-0
Vanmarcke EH (1977) Probabilistic modeling of soil profiles. J Geotech Eng Div 103(11):1227–1246. https://doi.org/10.1061/ajgeb6.0000517
Wang JM (2018) Study on the moisture infiltration law and collapse deformation of pipeline leaking in loess site. Dissertation, Chang'an University (in Chinese)
Wang LQ (2017) Study on structure properties and deformation characteristics of loess under stress and moisture and its evaluation method. Dissertation, **’an University of Technology (in Chinese)
Wang W, Wang Y, Sun Q, Zhang M, Qiang Y, Liu M (2018a) Spatial variation of saturated hydraulic conductivity of a loess slope in the South **gyang Plateau, China. Eng Geol 236:70–78. https://doi.org/10.1016/j.enggeo.2017.08.002
Wang Y, Shao M, Liu Z, Horton R (2013) Regional-scale variation and distribution patterns of soil saturated hydraulic conductivities in surface and subsurface layers in the loessial soils of China. J Hydrol 487:13–23. https://doi.org/10.1016/j.jhydrol.2013.02.006
Wang YX, Shao SJ, Han CL, Li J (2018b) Application of sand drain immersion tests on collapsible loess. J Geotech Eng 40(S1):159–164 (in Chinese). https://doi.org/10.11779/CJGE2018S2016
Wang ZZ (2020) Research on evaluation method of collapsible loess in **’an ubran rail transit. Dissertation, **’an University of Technology (in Chinese)
**ong KC (2020) Experimental study on the treatment of deep and collapsible loess foundation with drilling immersion water method. Dissertation, **'an University of Science and Technology (in Chinese)
Xu J, Li YF, Wang SH, Wang QZ, Ding JL (2020a) Shear strength and mesoscopic character of undisturbed loess with sodium sulfate after dry-wet cycling. Bull Eng Geol Env 79(3):1523–1541. https://doi.org/10.1007/s10064-019-01646-4
Xu L, Coop MR, Zhang M, Wang G (2018) The mechanics of a saturated silty loess and implications for landslides. Eng Geol 236:29–42. https://doi.org/10.1016/j.enggeo.2017.02.021
Xu P, Zhang Q, Qian H, Hou K (2020b) Investigation into microscopic mechanisms of anisotropic saturated permeability of undisturbed Q2 loess. Environ Earth Sci 79(18). https://doi.org/10.1007/s12665-020-09152-7
Yan JJ (2011) Study of Bojizhuang landslide mechanism and stability evaluation. Dissertation, China University of Geosciences Bei**g (in Chinese)
Yan WM, Yuen K-V, Yoon GL (2009) Bayesian probabilistic approach for the correlations of compression index for marine clays. J Geotech Geoenviron Eng 135(12):1932–1940. https://doi.org/10.1061/(asce)gt.1943-5606.0000157
Yang DH (2016) Comprehensive evaluation of engineering geology in new developed area in Tongchuan. Dissertation, Chang'an University (in Chinese)
Yang Y, Fan W, Zhao ZH, Zhang HF, Jiang GC (2014) Investigations of spatial range associated with the calculation of the correlation distance for **’an loess. China Civ Eng J 47(11):92–97 (in Chinese)
Zang MD, Peng JB, Qi SW (2019) Earth fissures developed within collapsible loess area caused by groundwater uplift in Weihe watershed, northwestern China. J Asian Earth Sci 173:364–373. https://doi.org/10.1016/j.jseaes.2019.01.034
Zhang HH, Ta N, Zhang QF (2016) Spatial heterogeneity of loess contour tilled microtopographic slope in rainfall erosion. Soil Sci and Plant Nutr 62(5–6):409–415. https://doi.org/10.1080/00380768.2016.1218742
Zhang QF, Wang J, Wu FQ (2018a) Spatial heterogeneity of surface roughness on tilled loess slopes in erosion stages. Soil Water Res 13(2):90–97. https://doi.org/10.17221/130/2017-Swr
Zhang D, Zhou Y, Phoon KK, Huang H (2020) Multivariate probability distribution of Shanghai clay properties. Eng Geol 273(2):105675. https://doi.org/10.1016/j.enggeo.2020.105675
Zhang Q, Qian H, Xu P, Hou K, Zhang Y, Qu W, Lin T, Chen Y (2022a) Microscale evidence for and formation mechanisms of shear-strength anisotropy of a loess-paleosol sequence since the late Early Pleistocene: the case study of the **ushidu profile, Southern Chinese loess Plateau. Catena 213. https://doi.org/10.1016/j.catena.2022.106228
Zhang SJ (2007) Study on structure and preconsolidation pressure of loess. Dissertation, Chang'an University (in Chinese)
Zhang F, Pei X, Chen W, Liu G, Liang S (2014) Spatial variation in geotechnical properties and topographic attributes on the different types of shallow landslides in a loess catchment China. Eur J Environ Civ Eng 18(4):1-19. https://doi.org/10.1080/19648189.2014.881754
Zhang XL (2016a) The characteristics of pile negative frictional resistance in collapsible loess. Dissertation, **'an University of Science and Technology (in Chinese)
Zhang Y, Han J, Wang X, Jiang D, Li J, Zhong Y (2022b) Evaluation of loess collapsibility based on random field theory in **’an, China. Math Probl Eng 2022:1–11. https://doi.org/10.1155/2022/8665061
Zhang Y, Hu ZQ, Xue ZJ (2018b) A new method of assessing the collapse sensitivity of loess. Bull Eng Geol Env 77(4):1287–1298. https://doi.org/10.1007/s10064-018-1372-9
Zhang Z (2016b) Collapsible Loess Plateau area of distribution and collapsible deformation. Dissertation, **’an University of Architecture and Technology (in Chinese)
Zhao C, Ma S, Jia X, Zhu Y (2016) Estimation of spatial variability of soil water storage along the south–north transect on China’s Loess Plateau using the state-space approach. J Soils Sediments 17(4):1009–1020. https://doi.org/10.1007/s11368-016-1626-8
Zhao T, Wang Y, Lu S, Xu L (2023) Fast stratification of geological cross-section from incomplete CPT data using multi-task compressive sensing. Can Geotech J, in Press. https://doi.org/10.1139/cgj-2022-0131
Zhao W, Liu Y, Hu J, Li Z (2022) Spatiotemporal variability of soil-water characteristic curve model parameters of Lanzhou collapsible loess. Water Supply 22(2):1770–1780. https://doi.org/10.2166/ws.2021.316
Zhou K (2015) Study on negative skin friction of pile in loess collapsible and its influencing factors. Dissertation, Chang'an University (in Chinese)
Zuo L, Xu L, Baudet BA, Gao C, Huang C (2022) Small strain shear stiffness anisotropy of a saturated clayey loess. Géotechnique, in Press. https://doi.org/10.1680/jgeot.21.00179
Acknowledgements
The authors would like to thank the members of the TC304 Committee on Engineering Practice of Risk Assessment & Management of the International Society of Soil Mechanics and Geotechnical Engineering for develo** the database 304dB used in this study and making it available for scientific inquiry. We also wish to thank Professors Chen J.R., Ching J., DIgnazio M, Länsivaara T.T, Lin G.H, Phoon K.K., and Tan S.A for contributing these databases to the TC304 compendium of databases, and Dr. **aohui Qi from Northumbria University for in-depth discussions on correlation length estimation when the number of data points is small. Lastly, the authors also acknowledge the computational resources provided by HPC platform, **’an Jiaotong University, China.
Funding
The work described in this paper was supported by the National Key R&D Program of China (No. 2020YFC1522201), the Natural Science Basic Research Program of Shaanxi (No. 2020JC-07), National Natural Science Foundation of China (No. 42107204), and the Fundamental Research Funds for the Central Universities (No. xjh012020046). The financial supports are gratefully acknowledged.
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Ling Xu and Tengyuan Zhao designed the research. Guangpeng Zhou and Tengyuan Zhao completed data collection and analysis. Ling Xu and Guangpeng Zhou wrote and edited the original draft of the paper. Tengyuan Zhao and Lu Zuo revised the manuscript paper. All authors read and approved the final manuscript.
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Appendix
A Bayesian framework was adopted to estimate the spatial auto-correlation length λ of loess properties. In a Bayesian paradigm, updated information on parameters of interest was quantitatively characterized by its posterior probability density function (PDF), which is expressed as (e.g., Ang and Tang 2007; Zhao et al. 2023).
where Data = {(x1, y1), …, (xn, yn)} represents measurements at different depths; P(λ) is the prior PDF of λ, representing the prior knowledge in the absence of measurements; P(Data|λ) is the likelihood function, expressing the plausibility of observing “Data” given a particular λ; P(Data) is a normalizing constant, ensuring integration of P(λ|Data) with respect to λ equaling to one. Due to the theorem of central limits, loess properties tend to be normally or log-normally distributed, which is similar to that of other soils (Lacasse and Nadim 1996). In this case, the likelihood function is expressed as
where y represents y1(x1), y2(x2), …, yn(xn) or its logarithm in a column vector format; μ is the mean of loess property of interest, which has been computed in Eq. (1); \(\Sigma \text{ = }{\sigma }^{2}R\), where \(\sigma\) is obtained from Eq. (1), and Ri,j is the correlation coefficient calculated using Eq. (3) in the main text. In addition to the likelihood function in Eq. (A2), the prior PDF of λ is constructed as below:
where λmin and λmax are respectively the lower and upper bounds of correlation length for a particular loess property of interest, which can be obtained from literature (Phoon and Kulhawy 1999a, b; Cao et al. 2016). In this study, λmin and λmax are taken as 0.5 m and 9.5 m, respectively, for all loess properties, which are consistent with the typical ranges of correlation length reported in Phoon and Kulhawy (1999a, b). Given the prior PDF in Eq. (A3), and likelihood function in Eq. (A2), the posterior PDF of λ can be characterized by Eq. (A1) using the Bayesian theorem. Because the prior PDF in Eq. (A3) is often not conjugate to the likelihood function in Eq. (A2), the posterior PDF obtained is intractable. In this case, numerical integration or MCMC method may be used to depict the posterior PDF of λ (e.g., Ching and Chen 2007; Straub and Papaioannou 2015; Tian et al. 2016), from which its mean and SD can be obtained (e.g., Ang and Tang 2007). Note that the presented method above has been tested and validated before using it for estimating correlation length of various loess properties in the manuscript. Besides, it is worth noting that de-trending shall be carried out first to measurements when obvious trend functions are clearly identified in the measurements. In this paper, Bayesian evidence was computed to select the optimal trend function (in terms of the first or second order polynomial function) when probabilistically estimating λ. Details for evidence computation is referred to Yan et al. (2009), Cao and Wang (2013), Schöniger et al. (2014), among others.
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Xu, L., Zhou, G., Zhao, T. et al. Characterization of inherent spatial variability of loess deposit properties in Shaanxi Province, China. J Soils Sediments 23, 2862–2877 (2023). https://doi.org/10.1007/s11368-023-03517-8
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DOI: https://doi.org/10.1007/s11368-023-03517-8