Search
Now showing items 1-8 of 8
Fundamental Characteristics of Cement-Admixed Clay in Deep Mixing
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 ...
Fundamental Parameters of Cement-Admixed Clay—New Approach
Publisher: American Society of Civil Engineers
Abstract: The fundamental parameters such as after-curing void ratio
Simple Method of Modeling PVD-Improved Subsoil
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 ...
Settlements of Bangna‐Bangpakong Highway on Soft Bangkok Clay
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,
Smear Effects of Vertical Drains on Soft Bangkok Clay
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 ...
Inverse Analysis of Geotechnical Parameters on Improved Soft Bangkok Clay
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 ...
Characterization of Stationary and Nonstationary Random Fields with Different Copulas on Undrained Shear Strength of Soils: Probabilistic Analysis of Embankment Stability on Soft Ground
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 ...
Pullout Tests Using Steel Grid Reinforcements with Low‐Quality Backfill
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 ...