Time- and stress-compressibility of clays during primary consolidation

Author:

Publisher

CRC Press

Reference1 articles.

1. Bjerrum, L. 1967. Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings. Geotechnique 17(2): 81–118. Degago, S. A., Grimstad, G., Jostad, H. P. & Nordal, S. 2009. The non-uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship. Proc.17th Int. Conf. Soil Mech. Geotech. Engng, Alexandria. 1: 324–327. Eringen,A. C. 1967. Mechanics of Continua. NewYork: John Wiley & Sons. Eringen, A. C. 2002. Nonlocal Continuum Field Theories. New York: Springer-Verlag. Feng, T.W. 1991. Compressibility and permeability of natural soft clays and surcharging to reduce settlements. PhD dissertation, University of Illinois at Urbana-Champaign. Hawlader, B. C., Muhunthan, B. & Imai, G. 2003. Viscosity effects on one-dimensional consolidation of clay. ASCE, International Journal of Geomechanics 3(1): 99–110. Janbu, N. 1996. The resistance concept applied to deformations of soils. Proc. 7th Int. Conf. Soil Mech. Found. Engng, Mexico. 1: 191–196. Ladd, C. C. & DeGroot, D. J. 2003. Recommended Practice for Soft Ground Site Characterization: Arthur Casagrande Lecture. 12th Pan-American Conf. Soil Mech. Geotech. Engng, MIT. 1: 3–57. Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F. & Poulos, H. G. 1997. Stress-deformation and strength characteristics. State-of-the-Art Report. Proc. 9th Int. Conf. Soil Mech. Found. Engng, Tokyo. 2: 421–494. Leroueil, S. 2006. Šuklje Memorial Lecture: The isotache approach. Where are we 50 years after its development by Professor Šuklje? 13th Danube-European Conf. Geotech. Engng. Ljubljana, Slovenia. 2: 55–88. Leroueil, S., Kabbaj, M., Tavenas, F. & Bouchard, R. 1985. Stress-strain-strain rate relation for the compressibility of sensitive natural clays. Geotechnique 35(2): 159–180. Mesri, G. 1990. Discussion: Viscous-Elastic-Plastic Modeling of One-Dimensional Time-Dependent Behavior of Clays. Canadian Geotechnical Journal 27(2): 259–261. Mesri, G. 2003. Primary and secondary compression. ASCE, Geotechnical special publication 119: 122–166. Mesri, G. & Vardhanabhuti, B. 2006. Closure: Secondary compression. Journal of Geotechnical and Geoenvironmental Engineering 132(6): 817–818. Mesri, G. & Choi, Y. K. 1985a. Settlement analysis of embankments on soft clays. ASCE, Journal of the Geotechnical Engineering Division. 111(4): 441–464. Mesri, G. & Choi, Y. K. 1985b. The uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship. Proc. 11th Int. Conf. Soil Mech. Found. Engng, San Francisco. 2:587–590. Mesri, G., Feng, T. W. & Shahien, M. 1995. Compressibility Parameters During Primary Consolidation. Int. Symp. Compression and Consolidation of Clayey Soils, Hiroshima: 201–217. Mesri, G. & Rokhsar, A. 1974. Theory of consolidation for clays. ASCE, Journal of the Soil Mechanics and Foundations Division. 100(GT8): 889–904. Šuklje, L. 1957. The analysis of the consolidation process by the isotaches method. Proc. 4th Int. Conf. Soil Mech. Found. Engng, London. 1: 200–206. Vermeer, P. A. & Neher, H. P. 1999. A soft soil model that accounts for creep. In R.B.J. Brinkgreve (ed.), Proc. Int. Symp. Beyond 2000 in Comput. Geotech.: 10 Years of Plaxis International: 249–261. Rotterdam: Balkema. Yin, J. H. & Graham, J. 1990. Reply: Viscous-elastic-plastic Modelling of One-dimensional Time-dependent Behavior of Clays. Canadian Geotechnical Journal 27(2): 262–265.

Cited by 11 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3