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    Fundamental Characteristics of Cement-Admixed Clay in Deep Mixing 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    Author(s): Glen A. Lorenzo; Dennes T. Bergado
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the compressibility and strength characteristics of high water content cement-admixed clay in deep mixing applications. During curing time, both cement content and total clay water content of the ...
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    Fundamental Parameters of Cement-Admixed Clay—New Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author(s): Glen A. Lorenzo; Dennes T. Bergado
    Publisher: American Society of Civil Engineers
    Abstract: The fundamental parameters such as after-curing void ratio
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    Simple Method of Modeling PVD-Improved Subsoil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author(s): Jin-Chun Chai; Shui-Long Shen; Norihiko Miura; Dennes T. Bergado
    Publisher: American Society of Civil Engineers
    Abstract: On a macroscale, the effect of installing prefabricated vertical drains (PVDs) in a subsoil is to increase the mass hydraulic conductivity of the subsoil in the vertical direction. Based on this concept, a simple method ...
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    Settlements of Bangna‐Bangpakong Highway on Soft Bangkok Clay 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Dennes T. Bergado; Sayeed Ahmed; Casan L. Sampaco; A. S. Balasubramaniam
    Publisher: American Society of Civil Engineers
    Abstract: Time‐settlement data of more than 30 different sections of the 55‐km long Bangna‐Bangpakong Highway in Thailand are analyzed. The deformation parameters, namely: undrained modulus,
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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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    Characterization of Stationary and Nonstationary Random Fields with Different Copulas on Undrained Shear Strength of Soils: Probabilistic Analysis of Embankment Stability on Soft Ground 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 007:;page 04022109
    Author(s): Thanh Son Nguyen; Trung Nghia Phan; Suched Likitlersuang; Dennes T. Bergado
    Publisher: ASCE
    Abstract: Soil properties are known to have high spatial variability and often fluctuate with depth. The objective of this study was to investigate the effects of using different models to simulate the spatial variability of undrained ...
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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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