Journal of Geotechnical and Geoenvinronmental Engineering 2021 Volume 147, Issue 12  Desember 2021

Journal of Geotechnical and Geoenvinronmental Engineering 2021 Volume 147, Issue 12 Desember 2021

Kategori: Geoteknik Jalan

Kontributor: administrator

Publish Date: 31 Sun 2023

Daftar isi "Journal of Geotechnical and Geoenvroinnmental Engineering 2021 Volume 147, Issue 12 Desember 2021"

 

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NO

ARTICLES

PAGE

1

The Role of Liquefaction on the Seismic Response of Quay Walls during the 2014 Cephalonia, Greece, Earthquakes

1-19

 

Georgios Zalachoris, Ph.D.; Dimitrios Zekkos, Ph.D., P.E., M.ASCE; Adda Athanasopoulos-Zekkos, Ph.D., M.ASCE; and Nikos Gerolymos, Ph.D., M.ASCE

 

2

Validating the Generality of a Closed-Form Equation for Soil Water Isotherm

1-16

 

Shengmin Luo, A.M.ASCE; and Ning Lu, F.ASCE

 

3

Near-Fault Forward Directivity Effect on the Estimation of Ground Motion Amplification Factors

1-14

 

Bo Li; Yang Lu; Zhongdong Duan; and Zhen Cai

 

4

Hybrid Framework for Forecasting Circular Excavation Collapse: Combining Physics-Based and Data-Driven Modeling

1-12

 

Brian B. Sheil

 

5

A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils

1-13

 

Kyle M. Rollins, M.ASCE; Jashod Roy, S.M.ASCE; Adda Athanasopoulos-Zekkos, M.ASCE; Dimitrios Zekkos, M.ASCE; Sara Amoroso; and Zhenzhong Cao

 

6

Key Trends Regarding the Effects of Site Geometry on Lateral Spreading Displacements

1-13

 

Michael Little, M.ASCE; and Ellen Rathje, F.ASCE

 

7

Effect of Grain Crushing on the Hydraulic Conductivity of Tailings Sand

1-12

 

Shubjot Singh, S.M.ASCE; Zygi Zurakowski; Sheng Dai, M.ASCE; and Yida Zhang, Aff.M.ASCE

 

8

Time-Dependent Compression Behavior of Sands under Oedometric Conditions

1-16

 

Friedrich Levin

 

9

Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling

1-13

 

Andrea Franza, Ph.D.; and Giulia M. B. Viggiani, Ph.D.

 

10

Centrifuge Modeling of Cyclic Nonsymmetrical Thermally Loaded Energy Pile Groups in Clay

1-14

 

Charles W. W. Ng, F.ASCE; Alireza Farivar, Aff.M.ASCE; Sherif M. M. H. Gomaa, Aff.M.ASCE; and Fardin Jafarzadeh

 

11

Excavation Support System Design Method toLimit Damage in Adjacent Infrastructure

1-15

 

Jorge Romana Giraldo, S.M.ASCE; and L. Sebastian Bryson, Ph.D., P.E., D.GE, M.ASCE

 

12

Elevated Temperature Effects on Geotextile–Geomembrane Interface Shear Behavior

1-17

 

Tanay Karademir, M.ASCE; and J. David Frost, P.E., P.Eng., F.ASCE

 

13

Liquefaction Modeling for Biocemented Calcareous Sand

1-15

 

Yang Xiao, M.ASCE; Zhichao Zhang; Armin W. Stuedlein, M.ASCE; and T. Matthew Evans, M.ASCE

 

14

Simplified Procedure to Identify the Critical State Line of Crushable Rockfills

1-16

 

Roberta Ventini, Ph.D.; Stefania Lirer; Claudio Mancuso; and Alessandro Flora

 

15

Prediction of Radial Consolidation Settlement with Consideration of Sampling Range Effect: Updated Observational Methods

1-13

 

S. G. Chung, Ph.D., M.ASCE; and H. J. Kweon, Ph.D.

 

16

Implications of Interparticle Forces on Resilient and Shear Modulus of Unsaturated Compacted Kaolinite

1-10

 

Idil Deniz Akin, A.M.ASCE; Levi S. Potter; and Tuncer B. Edil, Dist.M.ASCE

 

17

Translational Inertial Effects and Scaling Considerations for Coarse Granular Flows

Impacting Landslide-Resisting Barriers

1-22

 

George Robert Goodwin, Ph.D.; and Clarence Edward Choi, Ph.D.

 

18

Operational Limits of Measuring while Drilling in Florida Limestone for Geotechnical Site Characterization

1-15

 

Michael B. Rodgers, Ph.D., P.E.; Michael C. McVay, Ph.D.; David J. Horhota, Ph.D., P.E.; Jose Hernando, P.E.; and Jerry M. Paris, Ph.D., P.E.

 

19

SHANSEP-Based Interpretation of Overconsolidation Effect on Monotonic Shearing Resistance of Contractive Nonplastic Soils

1-14

 

Jiarui Chen, S.M.ASCE; and Scott M. Olson, Ph.D., P.E., M.ASCE

 

20

LRFD Calibration of Internal Limit States for MSE Walls Using Steel Strip Reinforcement

1-16

 

Richard J. Bathurst, M.ASCE; Nezam Bozorgzadeh; and Tony Allen, M.ASCE

 

21

Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test

1-12

 

Ming Huang; Kai Xu; Chaoshui Xu; Guixiao Jin; and Shen Guo

 

22

Material Point Method for Cone Penetration in Clays

1-16

 

Vibhav Bisht, Ph.D.; Rodrigo Salgado, F.ASCE; and Monica Prezzi, A.M.ASCE

 

23

Effect of Loading Frequency on Volumetric Strain Accumulation and Stiffness Improvement in Sand under Drained Cyclic Direct Simple Shear Tests

1-19

 

Zhen-Zhen Nong and Sung-Sik Park

 

24

Machine Learning–Based Digital Integration of Geotechnical and Ultrahigh–Frequency Geophysical Data for Offshore Site Characterizations

1-14

 

Jinbo Chen, Ph.D., P.E., M.ASCE; Marianne Vissinga; Yi Shen; Shuang Hu, P.E., M.ASCE; Elizabeth Beal; and Jason Newlin, P.E., M.ASCE

 

25

Life Cycle Sustainability Assessment of Geotechnical Ground Improvement Methods

1-14

 

Alena J. Raymond, M.ASCE; Jason T. DeJong, F.ASCE; Alissa Kendall; J. Tanner Blackburn, M.ASCE; and Rick Deschamps, M.ASCE

 

26

Stress Path Tests with Local Deformation Profile in Flexible Boundary Plane Strain Device

1-17

 

Debayan Bhattacharya, S.M.ASCE; and Amit Prashant, M.ASCE

 

27

Case Study

System Response of an Interlayered Deposit with Spatially Preferential Liquefaction Manifestations

1-23

 

Patrick C. Bassal, P.E., S.M.ASCE; and Ross W. Boulanger, Ph.D., P.E., F.ASCE

 

28

Case Study

A Probabilistic Geostatistics-Based Approach to Tunnel Boring Machine Cutter Tool Wear and Cutterhead Clogging Prediction

1-13

 

Jacob Grasmick, A.M.ASCE; and Michael Mooney, M.ASCE

 

29

Technical Note

Pore Water Pressure Development in Soft Soil due to Installation and Loading of Controlled Modulus Columns

1-13

 

L. Ba?achowski and J. Konkol

 

30

Technical Note

Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests

1-10

 

Hongxu Jin and Lin Guo

 

31

Reviewers

1-8

 

 

 

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