Journal of Geotechnical and Geoenvinronmental Engineering 2022 (Volume 148, Issue 12, 2022)
Kategori: Geoteknik Jalan
Kontributor: NewAkun
Publish Date: 12 Mon 2022
Daftar isi "Journal of Geotechnical and Geoenvinronmental Engineering 2022" (Volume 148, Issue 12, 2022)
Bagi sahabat yang membutuhkan jurnal ini, silakan mengisi lembar pemesanan, dibawah ini :
Form Order Jurnal
NO |
ARTICLES |
PAGE |
Technical Papers |
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1 |
Geotechnical Screening of Linear Earth Structures: Electric and Seismic Streamer Data for Hydraulic Conductivity Assessment of the Arignano Earth Dam, Italy |
1-16 |
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Federico Vagnon, Ph.D.; Cesare Comina; Alessandro Arato; Antonella Chiappone; Renato Maria Cosentini; and Sebastiano Foti |
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2 |
Dynamic Centrifuge Tests to Evaluate the Seismic Performance of an Embankment Resting on Liquefiable Ground Improved by Unreinforced and Reinforced Soil–Cement Columns |
1-14 |
|
Mehran Pourakbar, S.M.ASCE; Mohammad Khosravi, A.M.ASCE; Abbas Soroush; Wen-Yi Hung; Kien Khai Hoang; and Ali Nabizadeh |
|
3 |
Multiscale Modeling of Fault Rupture–Soil–Foundation Interaction |
1-15 |
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L. F. Chen; N. Guo; and Z. X. Yang, M.ASCE |
|
4 |
Investigation of Geotechnical Seismic Isolation Bed in Horizontal Vibration Mitigation |
1-17 |
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J. S. Dhanya, Ph.D.; A. Boominathan, Ph.D., A.M.ASCE; and Subhadeep Banerjee, Ph.D., A.M.ASCE |
|
5 |
Cyclic Response and Reconsolidation Volumetric Strain of Sand under Repeated Cyclic Shear Loading Events |
1-23 |
|
Trung-Tri Le; Sung-Sik Park; and Seung-Wook Woo |
|
6 |
Load Transfer Directionality of Snakeskin-Inspired Piles during Installation and Pullout in Sands |
1-15 |
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Kyle B. O’Hara, S.M.ASCE; and Alejandro Martinez, Ph.D., A.M.ASCE |
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7 |
Numerical Modeling of Liquefaction-Induced Downdrag: Validation against Centrifuge Model Tests |
1-17 |
|
Sumeet K. Sinha, A.M.ASCE; Katerina Ziotopoulou, M.ASCE; and Bruce L. Kutter, M.ASCE |
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8 |
Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM |
1-15 |
|
Q. X. Wu and Z. X. Yang, M.ASCE |
|
9 |
Recommended b-Value for Computing Number of Equivalent Stress Cycles and Magnitude Scaling Factors for Simplified Liquefaction Triggering Evaluation Procedures |
1-13 |
|
K. J. Ulmer, A.M.ASCE; R. A. Green, F.ASCE; and A. Rodriguez-Marek, M.ASCE |
|
10 |
Compression Response of Sedimented Unsaturated Soils |
1-11 |
|
F. Behbehani and J. S. McCartney, Ph.D., P.E., F.ASCE |
|
11 |
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves |
1-14 |
|
Scott J. Brandenberg, M.ASCE; Jason M. Buenker, M.ASCE; and Jonathan P. Stewart, F.ASCE |
|
12 |
A Generalized Water Retention Model for Geosynthetic Clay Liners |
1-16 |
|
Zhi Chong Lau; Abdelmalek Bouazza; Ning Lu, F.ASCE; and Will P. Gates |
|
Case Study |
||
13 |
Ground Reinforcement Method for Closely Spaced Overlapping Tunnels Passing beneath High-Speed Railway Bridge |
1-12 |
|
Yongshui Kang; Zhi Geng; Lei Chen; Yuanguang Zhu; Kejin Li; and Bin Liu |
|
14 |
Ground Improvement of Dredged Fills with Two Improved Vacuum Preloading Methods: Case Study |
1-13 |
|
Jingjin Liu; Jiankai Li; Huayang Lei; Gang Zheng; and Yawei Jin |
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Technical Notes |
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15 |
Using Boundary Transform Method to Solve Geotechnical Problems with Mixed-Type Boundary Conditions |
1-10 |
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Zheng Chen; Pengpeng Ni; Xun Zhu; and Guoxiong Mei |
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