Wu Cho-sen; Hong Yung-shan
,
2009-04 [土木工程學系暨研究所] 期刊論文 Geotextiles and Geomembranes 27(2), p.107-120 practice to improve the bearing capacity and reduce settlement of sand column in a weak or soft soil. The improvement can be enhanced by encapsulating
韓光榮; Han, Kwong-wing; Dixit, V. B.; Wen, C. Y.
,
1978-01-01 [化學工程與材料工程學系暨研究所] 期刊論文 Industrial and engineering chemistry, process design development 17(1), pp.16-21 淡江大學化學工程與材料工程學系 韓光榮 Han, Kwong-wing Dixit, V. B. Wen, C. Y. Analysis and scale-up consideration of bituminous coal liquefaction rate processes
Wang, Ting-Fu; Wang, Feng-Yu; Chen, Chih-Wen
,
2006-10-12 [土木工程學系暨研究所] 會議論文 4th International Conference on Earthquake Engineering Paper No. 095 analysis for the capacity spectrum rehabilitation of building were included. The ground motion at the
dependent site of March 31, 2003(331 EQ
Der-Wen Chang; Hsin-Wei Lien; Tzuyu Wang
,
2018-09 [土木工程學系暨研究所] 期刊論文 Journal of GeoEngineering 13(3), P.135-147 to the analysis. If the Lysmer’s anilog model was adopted for
the soil springs, much smaller foundation settlements woald be resulted at the corners since
雷英暉
,
2004 [土木工程學系暨研究所] 研究報告 or the soil-structure interaction,
especially for the cases where tower
structures are built on the soft ground,
would be expected to bring
Cheng, S.H.; Chang, D.W.; Lee, W. F.
,
2007-04 [土木工程學系暨研究所] 會議論文 Proceedings of the 3rd International Conference on Site Characterization, pp.671-677 on Ground Property Characterization by In-Situ Tests) of International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE) Taiwan National
Yau, J. D.
,
2013-05-01 [建築學系暨研究所] 期刊論文 Latin American Journal of Solids and Structures 10(5), pp.981–1000 earthquake-induced
vibration [18], aerodynamic vibration [19,21], and dynamic interaction of vehicle-guideway system
with soil-foundation [20
Chang, D. W.; Roesset, J. M.; Wen, C. H.
,
2000-12 [土木工程學系暨研究所] 期刊論文 Soil Dynamics and Earthquake Engineering 19(8), pp.551-558 , with different soil stiffness, to wave equation analysis
considering the pile interaction effects. Fig. 5 shows the
discrete data of the transformed dampings
林益誠; Lin, Yi-Cheng
,
2012 [機械與機電工程學系暨研究所] 學位論文 Models for Soil Behaviour and Applications to Problems of SoilLiquefaction”, Proceedings of the Sixth International Conference on Numerical Methods
吳朝賢; Wu, Cho-sen; 洪勇善; 何俊宏
,
2008-09-07 [土木工程學系暨研究所] 會議論文 The Fourth European Geosynthetics Conference, Edinburgh, Scotland, paper no.69, Geotextiles and Geomembranes 29(2), p.102-115 interaction at the soil-geotextile interface. All of these load-induced changes to a geotextile may affect the filtration behaviour of the soil-geotextile
祝錫智; Chu, Shi-chih
,
1991-12-01 [土木工程學系暨研究所] 期刊論文 Soils and foundations 31(4), pp.115-120 淡江大學土木工程學系 祝錫智 Chu, Shi-chih Rankine's analysis of active and passive pressures in dry sands 乾砂的Rankine主動及被動土壓力分析 Japanese Society of Soil Mechanics
