ANALISIS DEFORMASI DAN PENURUNAN TANAH PADA GALIAN DALAM DENGAN METODE ELEMEN HINGGA MELALUI STUDI EVALUASI MODEL TANAH
Abstract
Full Text:
PDFReferences
Bishop, A.W. dan Bjerrum, L. (1960). The Relevance of the Triaxial Test to the Solution of Stability Problems, ASCE Conference on Strength of Cohesive soils, 437 - 501. Bowles, Joseph E. (1982). Foundation Analysis and Design, Third Edition, Mc. Graw-Hill Companies, Inc., New York. Das, Braja M. (2011). Principles of Foundation Engineering, 7th Edition, Cengage Learning, Inc., USA. Holtz, Robert D., William D. Kovacs, Thomas C. Sheahan. (2011). An Introduction Geotechnical Engineering Second Edition, Pearson Education, Inc., Upper Saddle River. Kempfert, Hans-Georg dan Gebreselassie, Berhane. (2006). Excavations and Foundations in Soft Soils, Springer-Verlag Berlin Heidelberg, The Netherlands. Lim, A., Ou., C. Y., & Hsieh, P. (2010). Evaluation of Clay Constitutive Models for Analysis of Deep Excavation Under Undrained Conditions, Journal of Geoengineering, 5 (1), 9-20. Ou, Chang-Yu. (2006). Deep Excavation Theory and Practice, Taylor & Francis Group, London. Ou, Chang Yu dan Ching-Her Lai. (1993). Finite-Element Analysis of Deep Excavation in Layered Sandy and Clayey Soil Deposits, Can. Geotech. J., 31, 204-214. Sorensen KK, dan Okkels N. (2013). Correlation Between Drained Shear Strength and Plasticity Index of Undisturbed Overconsolidated Clays, Journal of 18th International Conference on Soil Mechanics and Geotechnical Engineering. Y. M. Hou, J. H. Wang, dan L. L. Zhang. (2009). Finite-Element Modeling of a Complex Deep Excavation in Shanghai, Acta Geotechnica, 4, 716.
Refbacks
- There are currently no refbacks.