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Wong, Louis Ngai Yuen
หน่วยงาน Nanyang Technological University, Singapore
# นักวิจัย ร่วมงาน
1 Li, Diyuan 3
2 Zhang, Dingli 2
3 Fang, Qian 2
4 Yang, Yetao 1
5 Chen, Tao 1
6 Chen, Chao 1
7 Yan, Hua Wei 1
8 Wu, Zhijun 1
9 Yu, Bo-ting 1
10 Cai, Jing 1
11 Sun, Hong-yue 1
12 Wang, S. J. 1
13 Zhang, X. P. 1
14 Ma, C. D. 1
15 Ma, Guowei 1
16 Fan, Lifeng 1
17 Shang, Yue-quan 1
# พ.ศ. จำนวน
1 2557 1
2 2556 1
3 2555 11
4 2554 3
# หัวเรื่อง
ปี พ.ศ. 2557
1 Using multitemporal Landsat imagery to monitor and model the influences of landscape pattern on urban expansion in a metropolitan region
ปี พ.ศ. 2556
2 Structural responses of secondary lining of high-speed railway tunnel excavated in loess ground
ปี พ.ศ. 2555
3 Shallow tunnelling method (STM) for subway station construction in soft ground
4 Dynamic response of airport concrete pavement to impact loading
5 The Brazilian disc test for rock mechanics applications : review and new insights
6 Crack initiation, propagation and coalescence in rock-like material containing two flaws : a numerical study based on bonded-particle model approach
7 Discussion on “Predicting the Uniaxial Compressive and Tensile Strengths of Gypsum Rock by Point Load Testing” by M. Heidari et al., Rock Mechanics and Rock Engineering (2012) 45:265–273
8 Back-analysis of schistose rock mass strength parameters based on displacement monitoring data
9 Buckling failure of highly-stressed hard rocks surrounding deep underground openings and confining effects of backfilling material
10 Initiation and propagation of tensile wing cracks and anti-wing cracks from a pre-existing open flaw under compression
11 Effective viscoelastic behaviour of rock mass with double-scale discontinuities
12 Influence of flaw inclination angle and loading condition on crack initiation and propagation
13 Experimental studies of groundwater pipe flow network characteristics in gravelly soil slopes
ปี พ.ศ. 2554
14 Frictional crack initiation and propagation analysis using the numerical manifold method
15 Influence of water content and anisotropy on the strength and deformability of low porosity meta-sedimentary rocks under triaxial compression
16 Cracking processes in rock-like material containing a single flaw under uniaxial compression : a numerical study based on parallel bonded-particle model approach