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h5 指数:45
h5 中位数:55

h5 指数是指在过去整整 5 年中所发表文章的 h 指数。h 指在 2018-2022 年间发表的 h 篇文章每篇至少都被引用过 h 次的最大值。隐藏

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#13 Environmental & Geological Engineering

标题/作者	引用次数	年份
Estimation of lateral displacement induced by jet grouting in clayey soils SL Shen, ZF Wang, WC Cheng Géotechnique 67 (7), 621-630	191	2017
Distributed fibre optic sensing of strains on buried full-scale PVC pipelines crossing a normal fault P Ni, ID Moore, WA Take Géotechnique 68 (1), 1-17	172	2018
The applicability of microbially induced calcite precipitation (MICP) for internal erosion control in gravel–sand mixtures NJ Jiang, K Soga Géotechnique 67 (1), 42-55	140	2017
Three-dimensional sphericity, roundness and fractal dimension of sand particles B Zhou, J Wang, H Wang Géotechnique 68 (1), 18-30	117	2018
Thermally induced group effects among energy piles AF Rotta Loria, L Laloui Géotechnique 67 (5), 374-393	107	2017
Statistical interpretation of soil property profiles from sparse data using Bayesian compressive sampling Y Wang, T Zhao Géotechnique 67 (6), 523-536	103	2017
Stress–strain response of soft clay to traffic loading YQ Cai, L Guo, RJ Jardine, ZX Yang, J Wang Géotechnique 67 (5), 446-451	84	2017
Determination of representative strength of deep cement-mixed clay from core strength data Y Liu, YJ Jiang, H Xiao, FH Lee Géotechnique 67 (4), 350-364	83	2017
Effect of in situ water content variation on the spatial variation of strength of deep cement-mixed clay Y Liu, LQ He, YJ Jiang, MM Sun, EJ Chen, FH Lee Géotechnique 69 (5), 391-405	80	2019
Effects of curvature-related DEM contact model on the macro-and micro-mechanical behaviours of granular soils S Zhao, TM Evans, X Zhou Géotechnique 68 (12), 1085-1098	77	2018
Quantification of the morphology of shelly carbonate sands using 3D images D Kong, J Fonseca Géotechnique 68 (3), 249-261	77	2018
Particle breakage and the critical state of sands FW Yu Géotechnique 67 (8), 713-719	76	2017
Kinematic analysis of seismic slope stability with a discretisation technique and pseudo-dynamic approach: a new perspective CB Qin, SC Chian Géotechnique 68 (6), 492-503	75	2018
Grading evolution and critical state in a discrete numerical model of Fontainebleau sand MO Ciantia, M Arroyo, C O'Sullivan, A Gens, T Liu Géotechnique 69 (1), 1-15	74	2019
Upper-bound solutions for face stability of circular tunnels in undrained clays F Zhang, YF Gao, YX Wu, N Zhang Géotechnique 68 (1), 76-85	70	2018
Voids effect on the swelling behaviour of compacted bentonite X Bian, YJ Cui, XZ Li Géotechnique 69 (7), 593-605	69	2019
Plant age effects on soil infiltration rate during early plant establishment AK Leung, D Boldrin, T Liang, ZY Wu, V Kamchoom, AG Bengough Géotechnique 68 (7), 646-652	68	2018
Experimental study of ice accumulation in unsaturated clean sand J Teng, F Shan, Z He, S Zhang, G Zhao, D Sheng Géotechnique 69 (3), 251-259	68	2019
A physics-informed semi-empirical probabilistic model for the settlement of shallow-founded structures on liquefiable ground Z Bullock, Z Karimi, S Dashti, K Porter, AB Liel, KW Franke Géotechnique 69 (5), 406-419	63	2019
A microfluidic chip and its use in characterising the particle-scale behaviour of microbial-induced calcium carbonate precipitation (MICP) Y Wang, K Soga, JT Dejong, AJ Kabla Géotechnique 69 (12), 1086-1094	62	2019

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