Undrained Young’s Modulus of Fine-Grained Soils-Reference-Cited by-同舟云学术

Undrained Young’s Modulus of Fine-Grained Soils

Published:2016-02 Issue:2 Volume:142 Page:04015070
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Casey B.¹,Germaine J. T.²,Abdulhadi N. O.³,Kontopoulos N. S.⁴,Jones C. A.⁵

Affiliation:

1. Associate, Exponent Inc., 9 Strathmore Rd., Natick, MA 01760 (corresponding author).

2. Senior Research Associate and Lecturer, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Ave., Cambridge, MA 02139.

3. Deputy Group CEO, Arab Center for Engineering Studies, P.O. Box 5504, Amman 11183, Jordan.

4. Senior Geotechnical Engineer, Fugro Middle East (FME), P.O. Box 447, Abu Dhabi, United Arab Emirates.

5. Training with Industry, Dewberry, 8401 Arlington Blvd., Fairfax, VA 22031.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001382

Reference35 articles.

1. Abdulhadi N. O. (2009). “An experimental investigation into the stress-dependent mechanical behavior of cohesive soil with application to wellbore instability.” Ph.D. thesis Massachusetts Institute of Technology Cambridge MA.

2. Stress-dependent behavior of saturated clay

3. ASTM. (2014a). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” D2487 West Conshohocken PA.

4. ASTM. (2014b). “Standard test method for particle-size analysis of soils.” D422 West Conshohocken PA.

5. Berman D. R. (1993). “Characterization of the engineering properties of Boston Blue Clay at the MIT campus.” S.M. thesis Massachusetts Institute of Technology Cambridge MA.

Cited by 16 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

1. Synergetic Effects of Alkaline and Sulfate-Based Waste Binders on Undrained Triaxial Behavior of Cement-Admixed Soft Clay;Journal of Materials in Civil Engineering;2024-11

2. Effect of soil stiffness on end bearing resistance of foundations in clay from large deformation numerical modelling;Computers and Geotechnics;2024-09

3. An evaluation of non-linear undrained behaviour in the moderate strain range for fine-grained soils;E3S Web of Conferences;2024

4. Comparison of simple stress-strain models in the moderate strain range for fine-grained soils: A review;E3S Web of Conferences;2024

5. Mechanical characteristics and microstructure damage evolution of K0 consolidated soft soil;Acta Geotechnica;2023-12-06