Variation of Resilient Modulus of Subgrade Soils over a Wide Range of Suction States-Reference-Cited by-同舟云学术

Variation of Resilient Modulus of Subgrade Soils over a Wide Range of Suction States

Published:2020-09 Issue:9 Volume:146 Page:04020096
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Banerjee Aritra¹^ORCID,Puppala Anand J.²^ORCID,Congress Surya S. C.³^ORCID,Chakraborty Sayantan⁴,Likos William J.⁵,Hoyos Laureano R.⁶

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716. ORCID: .

2. A.P. and Florence Wiley Chair Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77840 (corresponding author). ORCID: .

3. Associate Research Scientist, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77840. ORCID: .

4. Associate Transportation Researcher, Texas A&M Transportation Institute, Texas A&M Univ. System, College Station, TX 77807.

5. Gary Wendt Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706.

6. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

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.1943-5606.0002332

Reference48 articles.

1. Beware of R2: Simple, Unambiguous Assessment of the Prediction Accuracy of QSAR and QSPR Models

2. Banerjee A. 2017. “Response of unsaturated soils under monotonic and dynamic loading over moderate suction states.” Ph.D. dissertation Dept. of Civil Engineering Univ. of Texas at Arlington.

3. Banerjee A. U. D. Patil A. J. Puppala and L. R. Hoyos. 2018a. “Suction-controlled repeated load triaxial test of subgrade soil at high suction states.” In Vol. 2 of Unsaturated Soils Proc. 7th Int. Conf. on Unsaturated Soils edited by C. W. W. Ng A. K. Leung A. C. F. Chiu and C. Zhou 667–672. Hong Kong: Univ. of Science and Technology.

4. Suction-controlled multistage triaxial testing on clayey silty soil;Banerjee A.;Eng. Geol.,2020

5. Resilient Modulus of Expansive Soils at High Suction Using Vapor Pressure Control

Cited by 22 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. Back-Calculation of Nonlinear Properties of Subgrade Using a New In Situ Nondestructive Testing Approach Based on Loading Sequence;International Journal of Geomechanics;2024-10

2. Resilient Moduli Characterization of Cement-Treated Silt at High Compaction Energy Conditions;Transportation Research Record: Journal of the Transportation Research Board;2024-06-11

3. Uncovering the Impact of Freeze–Thaw Cycles on Resilient Modulus of Cement-Stabilized Sulfate-Rich Subgrade Soil;Cold Regions Engineering 2024;2024-05-09

4. Impact of Biopolymers on Slope Stability of an Embankment in Steady and Transient States;IFCEE 2024;2024-05-03

5. Exploring the Influence of Climate Change on Earthen Embankments with Expansive Soil;Geosciences;2024-01-30