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Micromechanical Modeling on Compressive Behavior of Foamed Concrete
Publisher: ASCE
Abstract: Much attention has recently been paid to investigating the internal mechanisms between the void structures of foamed concrete and its mechanical behavior. This study adopted the X-ray computed tomography (X-CT) technique ...
Rheological Consolidation of Partially Penetrated Deep Mixed Column-Reinforced Soft Soil under Rigid Foundation
Publisher: ASCE
Abstract: Deep mixed (DM) columns are being increasingly used in regions that host thick saturated soft clays. Under such geotechnical conditions, partially penetrated DM columns are predominantly designed to improve shallow ...
Performance Tests on Pressure-Dispersed Compression Anchors in Cohesive Soils
Publisher: ASCE
Abstract: Pressure-dispersed compression anchor consists of several anchor units fitted with an end plate. Limited field tests have been conducted to investigate the performance of a pressure-dispersed compression anchor system in ...
Centrifuge Tests of Superlarge-Diameter Rock-Socketed Piles and Their Bearing Characteristics
Publisher: American Society of Civil Engineers
Abstract: To understand the mechanical properties of superlarge-diameter piles in complicated geologic conditions, the authors carried out centrifuge model tests that simulated the bearing characteristics of single rock-socketed ...
Stochastic Micromechanical Damage Model for Porous Materials under Uniaxial Tension
Publisher: ASCE
Abstract: Despite the ubiquity of porous materials, their mechanical behaviors (e.g., fracture) remain only partially understood. Here, we propose a novel analytical stochastic micromechanical damage model to describe the ...
Analytical Solution for Consolidation of Soft Soil with Partially Penetrated Stiffened Deep-Mixed Columns under an Embankment
Publisher: ASCE
Abstract: Stiffened deep-mixed columns (SDM columns) have increasingly been used to reinforce soft soils. When an embankment is constructed on a thick saturated soft clay, partially penetrated SDM columns are usually adopted. However, ...
Arching Development in Transparent Soil during Multiple Trapdoor Movement and Surface Footing Loading
Publisher: ASCE
Abstract: Soil arching exists in many earth structures, such as pile-supported embankments, tunnels, buried pipes, and retaining walls. These earth structures are sometimes subjected to surface footing loading. Limited studies showed ...
Performance Evaluation of an Embankment on Soft Soil Improved by Deep Mixed Columns and Prefabricated Vertical Drains
Publisher: American Society of Civil Engineers
Abstract: A combined ground-improvement method has recently been adopted for embankments on soft soil that involves the use of both deep mixed (DM) columns and prefabricated vertical drains (PVDs) to increase the bearing capacity ...
Modified Equivalent-Area Method for Calculating Factors of Safety against Deep-Seated Failure of Embankments over Deep-Mixed Foundations
Publisher: ASCE
Abstract: The limit equilibrium method (LEM) and the finite-element method (FEM) commonly have been used in design to calculate the factors of safety (FS) against deep-seated failure of deep-mixed (DM) column-supported embankments ...
Mesostructure of Foamed Cement Paste and Its Influence on Macromechanical Behavior
Publisher: ASCE
Abstract: Foamed cement paste has been used increasingly as a backfill material in geotechnical engineering applications, such as embankments, tunnels, and retaining walls. However, limited studies have focused on the influence of ...
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