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Li, Zhixuan, Yi, Ping, Liu, Jun (2025) Interpreting random field parameters of spatially variable soil using ball penetrometer. Computers and Geotechnics, 183. doi:10.1016/j.compgeo.2025.107219

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Reference TypeJournal (article/letter/editorial)
TitleInterpreting random field parameters of spatially variable soil using ball penetrometer
JournalComputers and Geotechnics
AuthorsLi, ZhixuanAuthor
Yi, PingAuthor
Liu, JunAuthor
Year2025 (July)Volume183
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2025.107219Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID18245612Long-form Identifiermindat:1:5:18245612:5
GUID0
Full ReferenceLi, Zhixuan, Yi, Ping, Liu, Jun (2025) Interpreting random field parameters of spatially variable soil using ball penetrometer. Computers and Geotechnics, 183. doi:10.1016/j.compgeo.2025.107219
Plain TextLi, Zhixuan, Yi, Ping, Liu, Jun (2025) Interpreting random field parameters of spatially variable soil using ball penetrometer. Computers and Geotechnics, 183. doi:10.1016/j.compgeo.2025.107219
In(2025) Computers and Geotechnics Vol. 183. Elsevier BV

References Listed

These are the references the publisher has listed as being connected to the article. Please check the article itself for the full list of references which may differ. Not all references are currently linkable within the Digital Library.

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Chen, Xuejian, Han, Congcong, Liu, Jun, Hu, Yuxia (2021) Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers. Computers and Geotechnics, 138. 104331pp. doi:10.1016/j.compgeo.2021.104331
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Ching, J., Schweckendiek, T., 2021. State-of-the-art review of inherent variability and uncertainty in geotechnical properties and models. International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE) - Technical Committee TC304 ‘Engineering Practice of Risk Assessment and Management’, pp. 107-130. http://140.112.12.21/issmge/2021/SOA_Review_on_geotechnical_property_variablity_and_model_uncertainty.pdf.
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Ching, Jianye, Wu, Shih-Shuan, Phoon, Kok-Kwang (2016) Statistical characterization of random field parameters using frequentist and Bayesian approaches. Canadian Geotechnical Journal, 53 (2). 285-298 doi:10.1139/cgj-2015-0094
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Li, Zhixuan, Liu, Jun, Yi, Ping (2024) Probabilistic design optimization of rectangular skirted mudmats under combined loading in spatially variable soil. Computers and Geotechnics, 169. 106260 doi:10.1016/j.compgeo.2024.106260
Liu, Jun, Chen, Xuejian, Han, Congcong, Wang, Xu (2019) Estimation of intact undrained shear strength of clay using full-flow penetrometers. Computers and Geotechnics, 115. 103161 doi:10.1016/j.compgeo.2019.103161
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Lundquist, Tomas, Nordström, Jan (2020) Stable and Accurate Filtering Procedures. Journal of Scientific Computing, 82. doi:10.1007/s10915-019-01116-9
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Shen, Zhichao, Pan, Qiujing, Chian, Siau Chen, Gourvenec, Susan, Tian, Yinghui (2023) Probabilistic failure envelopes of strip foundations on soils with non-stationary characteristics of undrained shear strength . Géotechnique, 73 (8) Thomas Telford Ltd. 716-735 doi:10.1680/jgeot.21.00169
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Yi, Ping, Guo, Xinshuai, Liu, Jun, Liu, Huiqing (2023) Probabilistic Failure Envelopes of Monopiles in Scoured Seabed Based on a New Nonstationary Random Field Model. Journal of Geotechnical and Geoenvironmental Engineering, 149 (6) doi:10.1061/jggefk.gteng-11175
Not Yet Imported: - book : 10.1007/978-981-19-6254-7

If you would like this item imported into the Digital Library, please contact us quoting Book ID 9789811962530
Zhang, Wangcheng, Pan, Yutao, Bransby, Fraser (2022) Scale effects during cone penetration in spatially variable clays. Géotechnique, 72 (1) 78-90 doi:10.1680/jgeot.20.p.086
Zhou, H., Randolph, M. F. (2009) Resistance of full-flow penetrometers in rate-dependent and strain-softening clay. Géotechnique, 59 (2). 79-86 doi:10.1680/geot.2007.00164
ZHOU, H., RANDOLPH, M.F. (2011) Effect of shaft on resistance of a ball penetrometer. Géotechnique, 61 (11). 973-981 doi:10.1680/geot.9.p.062
ZHOU, M., HOSSAIN, M.S., HU, Y., LIU, H. (2013) Behaviour of ball penetrometer in uniform single- and double-layer clays. Géotechnique, 63 (8). 682-694 doi:10.1680/geot.12.p.026
Zou (2017) Geo-Risk Assessing spatial variability of piezocone penetration resistance of layered soft clays using geostatistics , 310

See Also

These are possibly similar items as determined by title/reference text matching only.

Li, Zhixuan, Liu, Jun, Yi, Ping (2024) Probabilistic design optimization of rectangular skirted mudmats under combined loading in spatially variable soil. Computers and Geotechnics, 169. 106260 doi:10.1016/j.compgeo.2024.106260
Li, Zhixuan; Yi, Ping; Liu, Jun (2025) Interpreting intact undrained shear strength of nonhomogeneous clay using ball penetrometer. Acta Geotechnica, 20 (6). doi:10.1007/s11440-025-02571-5
Liu, Xian, Li, Xueyou, Ma, Guotao, Rezania, Mohammad (2025) Characterization of spatially varying soil properties using an innovative constraint seed method. Computers and Geotechnics, 183. doi:10.1016/j.compgeo.2025.107184
Han, Congcong, Zhang, Yuqin, Liu, Jun, Wang, Xu (2021) Interpreting strength parameters in soft clays from a new free-fall penetrometer. Computers and Geotechnics, 135. 104157pp. doi:10.1016/j.compgeo.2021.104157
Chen, Xuejian, Han, Congcong, Liu, Jun, Hu, Yuxia (2021) Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers. Computers and Geotechnics, 138. 104331pp. doi:10.1016/j.compgeo.2021.104331
Gan, Xiaolu, Gong, Xiaonan, Liu, Nianwu, Yu, Jianlin, Li, Wenbo (2024) Random analysis method for nonlinear interaction between shield tunnel and spatially variable soil. Computers and Geotechnics, 166. 105964 doi:10.1016/j.compgeo.2023.105964
Tabarroki, Mohammad, Ching, Jianye (2019) Discretization error in the random finite element method for spatially variable undrained shear strength. Computers and Geotechnics, 105. 183-194 doi:10.1016/j.compgeo.2018.10.001
Cheng, Po, Liu, Yong, Li, Yu Ping, Yi, Jiang Tao (2022) A large deformation finite element analysis of uplift behaviour for helical anchor in spatially variable clay. Computers and Geotechnics, 141. 104542pp. doi:10.1016/j.compgeo.2021.104542
Chwała, Marcin, Zhang, Wengang (2022) Broken line random failure mechanism method in foundation bearing capacity assessment for spatially variable soil. Computers and Geotechnics, 150. 104903 doi:10.1016/j.compgeo.2022.104903
Zhang, Liang, Wang, Lei (2023) Reliability analysis of pile-founded T-walls using the random variable method and random field method. Computers and Geotechnics, 159. 105439 doi:10.1016/j.compgeo.2023.105439
Krishnan, K., Chakraborty, Debarghya (2021) Seismic bearing capacity of strip footing over spatially random soil using modified pseudo-dynamic approach. Computers and Geotechnics, 136. 104219pp. doi:10.1016/j.compgeo.2021.104219
 
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