Modeling Resilient Modulus Hysteretic Behavior with Moisture Variation-Reference-Cited by-同舟云学术

Modeling Resilient Modulus Hysteretic Behavior with Moisture Variation

Published:2012-10 Issue:5 Volume:12 Page:519-527
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Khoury Naji¹,Brooks Robert²,Khoury Charbel³,Yada Damodar⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Notre Dame Univ.–Louaize, Zouk Mosbeh-Lebanon, PO Box 72, Zouk Mikayel, Lebanon.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Temple Univ., Philadelphia, PA 19122 (corresponding author).

3. Project Engineer, Geotechnical Consulting & Testing, Inc., 4899 Prince William Parkway, Woodbridge, VA 22192.

4. Graduate Research Assistant, Temple Univ., Philadelphia, PA 19122.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000140

Reference24 articles.

1. AASHTO. (2009). “Standard method of test for determining the resilient modulus of soils and aggregate materials.” T307-99 Washington DC.

2. ASTM. (1984). “Standard test method for sieve analysis of fine and coarse aggregates.” C136-84 West Conshohocken PA.

3. ASTM. (1991). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft 3 (600 kN-m/m 3 ).” D698-91 West Conshohocken PA.

4. ASTM. (1995). “Standard test methods for liquid limit plastic limit and plasticity index of soils.” D4318-95 West Conshohocken PA.

5. ASTM. (2007). “Standard test method for particle-size analysis of soils.” D422-63 West Conshohocken PA.

Cited by 27 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. Elastoplastic responses of unsaturated highly expansive clay stabilized by MOC-based multiphase agent under static and cyclic loadings;Case Studies in Construction Materials;2024-07

2. The Effect of Dynamic Response Characteristics in Different Confining Pressures of Damping Ratio and Shear Modulus of Sandy Soil;2024-06-03

3. Comparison of two dielectric sensors in coarse-grained soils of increasing salinity;International Journal of Geotechnical Engineering;2023-11-26

4. Investigation on the properties of compacted silty clay subjected to electro-osmosis using bender element;Research in Cold and Arid Regions;2023-11

5. Strength deterioration of karst fillings under dry–wet cycles: Testing and modeling study;Bulletin of Engineering Geology and the Environment;2023-08