SOLUTIONS FOR A COMPLETELY SATURATED POROUS ELASTIC SOLID WITH IMPEDED BOUNDARIES
Axisymmetric solutions, which are applied in the consolidation calculations of a semi-infinite clay stratum with impeded boundaries, are derived. Laplace and Hankel integral transforms are utilized with respect to time and radial coordinates, respectively in the analysis. The derivation of fundamental solutions considered two boundary-value problems involving unit point loading and ring loading in the vertical direction. The solutions are extended to circular distributed normal load. The computation of settlements, shearing stress and excess pore pressure in the consolidating layer subject to circular distributed loading are presented.
consolidation integral transform impeded boundaries
Ze-Hai CHENG Jian-Zhong XIA Yun-Min CHEN Dao-Sheng LING Bing ZHU
School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, China Department of Civil Engineering, Zhejiang University, China
国际会议
International Symposium on Geoenvironmental Engineering(国际环境岩土工程研讨会
杭州
英文
467-472
2009-09-08（万方平台首次上网日期，不代表论文的发表时间）