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    Discussion of “Liquefaction and Residual Strength of Sands from Drained Triaxial Tests” by G. Norris, R. Siddharthan, Z. Zafir, and R. Madhu 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Ron C. K. Wong; Marolo C. Alfaro
    Publisher: American Society of Civil Engineers
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    Performance of Road Embankments on Seasonally-Frozen Peat Foundations with and without Corduroy Bases 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 006
    Author(s): Earl Marvin B. De Guzman; Marolo C. Alfaro
    Publisher: American Society of Civil Engineers
    Abstract: Two test sections along a newly constructed road embankment on peat foundations were instrumented to investigate their performance and to develop more economical means of construction method. The peat deposit in the study ...
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    Smear Effects of Vertical Drains on Soft Bangkok Clay 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): Dennes T. Bergado; Hiroshi Asakami; Marolo C. Alfaro; A. S. Balasubramaniam
    Publisher: American Society of Civil Engineers
    Abstract: Smear effects due to the installation of prefabricated vertical drains were studied in the laboratory using special equipment and in the field using a full‐scale test embankment. The prefabricated vertical drains were ...
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    Inverse Analysis of Geotechnical Parameters on Improved Soft Bangkok Clay 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): Dennes T. Bergado; Apollo S. Enriques; Casan L. Sampaco; Marolo C. Alfaro,; A. S. Balasubramaniam
    Publisher: American Society of Civil Engineers
    Abstract: Deformation, strength, and flow parameters were determined by inverse analyses on geotechnical data obtained from two full‐scale test embankments constructed on improved soft Bangkok clay. One site was improved with ...
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    Case Study of Degrading Permafrost beneath a Road Embankment 

    Source: Journal of Cold Regions Engineering:;2009:;Volume ( 023 ):;issue: 003
    Author(s): Marolo C. Alfaro; German A. Ciro; Kendall J. Thiessen; Tony Ng
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on a case study of degrading permafrost beneath a road embankment in Northern Manitoba, Canada. Field measurements of ground temperatures for a three-year monitoring period have been used in calibrating ...
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    Thermal Regime of Highway Embankments in the Arctic: Field Observations and Numerical Simulations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 006:;page 04021038-1
    Author(s): Earl Marvin B. De Guzman; Marolo C. Alfaro; Lukas U. Arenson; Guy Doré
    Publisher: ASCE
    Abstract: There is limited understanding of how frozen fill compacted below freezing air temperatures affects the performance of highway embankments in the Arctic. Fill material needed to construct embankments is typically obtained ...
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    Pullout Tests Using Steel Grid Reinforcements with Low‐Quality Backfill 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): Dennes T. Bergado; Kam‐Hung Lo; Jin‐Chun Chai; Ramaiah Shivashankar; Marolo C. Alfaro; Loren R. Anderson
    Publisher: American Society of Civil Engineers
    Abstract: Both laboratory and field pullout tests are conducted using steel grid reinforcements with cohesive‐frictional backfill soils. The laboratory pullout tests are performed using a large‐scale pullout apparatus designed ...
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