Estimation of mechanical parameters of Tongji-1 lunar soil simulant based on cone penetration test
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X. X. Wang | M. J. Jiang | N. Zhang | L. Cui | B. L. Xi | H. Y. Lei
[1] Huai-Na Wu,et al. Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings , 2015 .
[2] G T Houlsby,et al. CALIBRATION CHAMBER TESTS OF A CONE PENETROMETER IN SAND. DISCUSSION , 1988 .
[3] Hai-Sui Yu,et al. A novel discrete model for granular material incorporating rolling resistance , 2005 .
[4] S. Shen,et al. Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai , 2014 .
[5] Serge Leroueil,et al. An efficient technique for generating homogeneous specimens for DEM studies , 2003 .
[6] Duc Long Phung. Footing with Settlement-Reducing Piles in Non-Cohesive Soil , 1993 .
[7] S. Shen,et al. Ground Response to Multiple Parallel Microtunneling Operations in Cemented Silty Clay and Sand , 2016 .
[8] Alan J. Lutenegger,et al. Scale effects of shallow foundation bearing capacity on granular material , 2007 .
[9] Jie Yu,et al. Autonomous hazard avoidance control for Chang’E-3 soft landing , 2014 .
[10] Emily Lakdawalla,et al. China lands on the Moon , 2014 .
[11] Jean-Louis Briaud,et al. Behavior of Five Large Spread Footings in Sand , 1999 .
[12] Jack I. Clark. The settlement and bearing capacity of very large foundations on strong soils: 1996 R.M. Hardy keynote address , 1998 .
[13] Hehua Zhu,et al. Modeling shear behavior and strain localization in cemented sands by two-dimensional distinct element method analyses , 2011 .
[14] Ryan Phillips,et al. Scale Effect of Strip and Circular Footings Resting on Dense Sand , 2001 .
[15] P. Cundall,et al. A discrete numerical model for granular assemblies , 1979 .
[16] S. Shen,et al. Analysis of Factors in Land Subsidence in Shanghai: A View Based on a Strategic Environmental Assessment , 2016 .
[17] I. I. Cherkasov,et al. Soviet investigations of the mechanics of lunar soils , 1973 .
[18] F. C. Townsend,et al. Load Testing and Settlement Prediction of Shallow Foundation , 2007 .
[19] G. Bennington. Foundations , 2007 .
[20] Yakov M. Reznik,et al. PLATE-LOAD TESTS OF COLLAPSIBLE SOILS , 1993 .
[21] Jianhua Yin,et al. Rate-Dependent and Long-Term Yield Stress and Strength of Soft Wenzhou Marine Clay: Experiments and Modeling , 2015 .
[22] Pierre-Yves Hicher,et al. A micromechanics-based model for sand-silt mixtures , 2014 .
[23] K. Terzaghi. Theoretical Soil Mechanics , 1943 .
[24] Mingjing Jiang,et al. Properties of TJ-1 Lunar Soil Simulant , 2012 .
[25] Hai-Sui Yu,et al. Discrete element modelling of deep penetration in granular soils , 2006 .
[26] John C. Wells,et al. Numerical and experimental studies of gravity effect on the mechanism of lunar excavations , 2009 .
[27] S. Shen,et al. Evaluation of hydraulic conductivity for both marine and deltaic deposits based on piezocone testing , 2015 .
[28] S W Perkins,et al. BEARING CAPACITY OF SHALLOW FOUNDATIONS ON SAND: A RELATIVE DENSITY APPROACH , 2000 .
[29] S. Shen,et al. Interpretation of increased deformation rate in aquifer IV due to groundwater pumping in Shanghai , 2013 .
[30] Colin Thornton,et al. Microscopic contact model of lunar regolith for high efficiency discrete element analyses , 2013 .
[31] Rodrigo Salgado,et al. Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test , 2005 .
[32] Erich Robens,et al. Investigation of surface properties of lunar regolith: Part I , 2007 .
[33] A. Tolooiyan,et al. An investigation of correlation factors linking footing resistance on sand with cone penetration test results , 2012 .
[34] Noriyuki Yasufuku,et al. Pile end-bearing capacity in crushable sands , 1995 .
[35] Pierre-Yves Hicher,et al. Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand , 2010 .
[36] Malcolm D. Bolton,et al. Centrifuge cone penetration tests in sand , 1999 .