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ARTICLES

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1

Forum

Is the Conventional Pore Water Pressure Concept Adequate for Fine-Grained Soils in Geotechnical and Geoenvironmental Engineering?

1-9

Ning Lu, F.ASCE, William J. Likos, M.ASCE, Shengmin Luo, A.M.ASCE and Hyunjun Oh, A.M.ASCE

2

Technical Breakthrough Abstract Microbial-Induced Calcium Carbonate  Precipitation to Accelerate Sedimentation of Fine Tailings

1-1

Qianwen Liu, S.M.ASCE; and Brina M. Montoya, Ph.D., P.E., M.ASCE

3

Improved Relationships for the Pile Base Response in Clayey Soils

1-11

Emilios M. Comodromos; Mello C. Papadopoulou; and Mark F. Randolph

4

Model for Lateral Swelling Pressure in Unsaturated Expansive Soils

1-15

Masood Abdollahi, S.M.ASCE; and Farshid Vahedifard, F.ASCE

5

Effect of Water–Rock Interaction on the Axial Capacity of Drilled Caissons Socketed in Claystone Bedrock

1-13

Mitul Sisodiya, S.M.ASCE; Shubjot Singh, S.M.ASCE2 David Thomas, P.E.; and Yida Zhang, Ph.D., Aff.M.ASCE

6

Distribution and Properties of Microbially Induced Carbonate Precipitation in Underwater Sand Bed

1-14

Brina M. Montoya, M.ASCE; Jinung Do; and Mohammed A. Gabr, F.ASCE

7

Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment

1-15

Atefeh Zamani; Peng Xiao; Tamar Baumer; Trevor J. Carey; Brian Sawyer; Jason T. DeJong, F.ASCE; and Ross W. Boulanger, F.ASCE

8

Probabilistic Predictive Model for Liquefaction Triggering in Layered Sites Improved with Dense Granular Columns

1-17

Juan Carlos Tiznado, A.M.ASCE; Shideh Dashti, M.ASCE; and Christian Ledezma, M.ASCE

9

Nonlinear Inelastic-Degrading Structural Modeling Approach to Assess the Seismic Soil–Structure Interaction Response of Tall Buildings

1-14

Jaime A. Mercado, S.M.ASCE; Luis G. Arboleda-Monsalve, M.ASCE; and Kevin R. Mackie, F.ASCE

10

Hybrid Discrete-Continuum Approach to Model Hydromechanical Behavior of Soil during Desiccation

1-21

Khoa M. Tran; Ha H. Bui; and Giang D. Nguyen

11

Analytical Model for Laterally Loaded Soil-Extended Pile Shaft Applied to Verifying the Applicability of Lateral PS Method

1-13

Juntao Wu, Ph.D.; M. Hesham El Naggar, F.ASCE; and Kuihua Wang

12

Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing

1-18

Farzad Kaviani-Hamedani, M.ASCE; Kazem Fakharian; and Ali Lashkari

13

Thermohydraulic Responses of Unsaturated Sand around a Model Energy Pile

1-13

Mohammed Faizal; Abdelmalek Bouazza; and John S. McCartney, M.ASCE

14

Thermal Conductivity of Biocemented Graded Sands

1-15

Yang Xiao, M.ASCE; Yifan Tang; Guoliang Ma; John S. McCartney, P.E., F.ASCE; and Jian Chu

15

Numerical Study of Footprint Generation and Reinstallation of Jack-Up Footings

1-18

Long Yu; Heyue Zhang; Jun Liu; and Ying Huang

16

Instrumented Plate to Study Soil Cracking Dynamics during Wetting–Drying Cycles

1-13

Jumanah Hajjat and Marcelo Sánchez, M.ASCE

17

Effect of Keying-Induced Soil Remolding on the Ultimate Pull-Out Capacity and Embedment Loss of Strip Anchors in Clay

1-14

Bithin Ghorai and Santiram Chatterjee, Ph.D., M.ASCE

18

Experimental Investigation of a Load-Transfer Material for Foundations Reinforced by Rigid Inclusions

1-14

Julian Asdrubal Buritica Garcia; Juan Félix Rodríguez Rebolledo; Danilo Vítor dos Santos Mützenberg; Bernardo Caicedo; and Gilson de Farias Neves Gitirana Jr.

19

Case Study

Stability Analysis and Control Measures of a Sanitary Landfill with High Leachate Level

1-13

Shi-Jin Feng; Ji-Yun Chang; Xiao-Lei Zhang, Ph.D.; Hao Shi; and Shao-Jie Wu

20

Technical Note

Lime–Ground Glass–Sodium Hydroxide as an Enhanced Sustainable Binder Stabilizing Silica Sand

1-15

Nilo Cesar Consoli; Cocou Auxence Pierre Daassi-Gli; Cesar Alberto Ruver; Andres Lotero; Hugo Carlos Scheuermann Filho; Cindy Johanna Moncaleano; and David Eduardo Lourenço

21

Technical Note

Influence of Material Strength on the Apparent Cohesion of Unbounded Gravity Dam Joints under Low Normal Stress

1-21

A. Rulliere; P. Rivard; L. Peyras; and P. Breul

22

Discussions and Closures

Discussion of “Forewarning of Static Liquefaction Landslides” by Abouzar Sadrekarimi

1-3

David Reid, Riccardo Fanni, Andy Fourie

23

Discussions and Closures

Closure to “Forewarning of Static Liquefaction Landslides” by Abouzar Sadrekarimi

1-2

Abouzar Sadrekarimi, Ph.D., P.Eng.