Journal of Geotechnical and Geoenvironmental Engineering: Recent submissions
Now showing items 61-80 of 5319
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Cementation State of Sand Judged by the Stress−Dilatancy Relationship from a Single Drained Triaxial Test
(American Society of Civil Engineers, 2025)For noncrushable sand, this paper describes the experimental phenomenon of the opposite turning directions of stress–dilatancy curves between sands before and after cementation. Then, based on the thermomechanical framework ... -
Evolution of Soil Arching in Geosynthetic-Reinforced Pile-Supported Embankment of a High-Speed Railway under Long-Term Train Traffic Loading and Excessive Subsoil Settlement
(American Society of Civil Engineers, 2025)Soil arching formed in geosynthetic-reinforced pile-supported (GRPS) embankments of high-speed railways plays an important role in transferring the forces within the embankments. In most cases of notable settlements and ... -
DEM-CFM Analysis of Undrained Cyclic Behavior in Transversely Isotropic Granular Soils under True Triaxial Loading Paths
(American Society of Civil Engineers, 2025)True triaxial and hollow cylinder tests are among the best alternatives to explore the effects of stress paths oriented along different Lode angles on soil behavior. However, those experiments are not easy to conduct in ... -
Compaction Characteristics of Biopolymer-Amended Nonplastic Soils
(American Society of Civil Engineers, 2025)The use of environmentally friendly materials such as biopolymers has been gaining traction in geotechnical and construction communities as a possible way to stabilize and augment poorly graded soils, improving both ... -
Characterization of Microstructure of a Postglacial Deposit Based on In Situ Testing, Laboratory Testing, and Numerical Analysis
(American Society of Civil Engineers, 2025)Most natural soils exhibit a certain degree of soil structure which, in general, leads to increased strength and stiffness properties. However, the mechanical characterization of these soils based on conventional laboratory ... -
Penetration Lengths of Agar Gum and Gellan Gum Used for Injection Grouting into Porous Media at Different Pressures
(American Society of Civil Engineers, 2025)In the context of ground improvement applications, this study analyzes the radial penetration length during the permeation grouting of thermal gelation biopolymers (TG-BP) into granular soil. Two types of TG-BP were employed, ... -
Optimal Preservation of Oil-Containing Sands Using Zeolite: A Physical and Chemical Analysis
(American Society of Civil Engineers, 2024)Several approaches have been proposed to improve oil-contaminated soil remediation. However, the role of zeolite, a safe, clean, economical, and environmentally friendly material, in removing crude oil (CO) from contaminated ... -
On the Determination of Softening Parameters for Nonlocal Constitutive Models
(American Society of Civil Engineers, 2024)Several regularized formulations exist in the literature, such as nonlocal constitutive models, for the objective simulation of localized deformations in quasibrittle materials that prevent the well-known pathological ... -
Normalized Shear Modulus and Material Damping Model for Southeastern US Residual Soil and Saprolite
(American Society of Civil Engineers, 2025)This paper presents the development of a new normalized shear modulus and material damping model for southeastern US residual soil and saprolite. The model is based on other investigators’ resonant column and torsional ... -
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers
(American Society of Civil Engineers, 2024)Ground-borne vibrations generated by various man-made activities pose a perennial threat to nearby buildings, impacting their serviceability and causing annoyance to residents. This study addresses the pressing demand for ... -
Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests
(American Society of Civil Engineers, 2025)Surface erosion, which removes the surficial soil grains from the streambeds, slopes, and earthen embankments, is one of the major causes of geohazards and engineering failures. At present, there is no acceptable model ... -
Mitigation of Liquefaction Damage to Shallow-Founded Structures with In-Ground Structural Walls
(American Society of Civil Engineers, 2025)Stiff in-ground structural or diaphragm walls have previously been used as a liquefaction countermeasure for existing building structures. The available design methodologies for typical mitigation techniques are based on ... -
Mechanical Response of Lightly Cemented Sands under Different Orientations of the Principal Stress Axes
(American Society of Civil Engineers, 2025)This paper presents the results of an experimental program aiming to explore the mechanical response of lightly cemented sands under different orientations of the principal stress axes using the hollow cylinder torsional ... -
An X-Ray CT Study on Transitional Internal Erosion under Triaxial Shearing
(American Society of Civil Engineers, 2025)Internal erosion poses a significant threat to many geotechnical infrastructures as fine particles removed from gap-graded soils, which can be promoted by mechanical disturbances caused by human activities and natural ... -
LS-DEM Guided Analysis of Geotechnical Tests: Exploring Strength Anisotropy and Stress Dependency
(American Society of Civil Engineers, 2025)Reliable interpretation of model tests in geotechnical engineering often is hampered by the limitations of traditional laboratory element testing, especially under low-stress conditions and unconventional stress paths. ... -
LRFD Resistance Factors for Base-Grouted Drilled Shafts in Cohesionless Soil
(American Society of Civil Engineers, 2025)Base grouting below a drilled shaft tipped in sand has been shown in many cases to dramatically improve both the initial stiffness and ultimate end-bearing resistance. After promising results from base-grouting case studies ... -
LRFD Calibration of Internal Limit States for Polymer Strap MSE Walls
(American Society of Civil Engineers, 2025)The paper demonstrates load and resistance factor design (LRFD) calibration for tensile strength, connection strength, pullout, and soil failure internal stability limit states for polyester strap mechanically stabilized ... -
Load Transfer Mechanism Variations of Bored Piles in Collapsible Loess Subjected to Water Infiltration
(American Society of Civil Engineers, 2025)Currently, bored piles are commonly designed based on saturated soil mechanics with an assumed drained condition, even though in most cases the loess is unsaturated. Upon water infiltration, the matric suction reduction ... -
Large-Strain Consolidation of Sludge in Geotextile Tubes Considering Vacuum-Induced Rapid Consolidation and Soil Reconstitution
(American Society of Civil Engineers, 2025)Clogging represents a crucial factor severely hindering the vacuum preloading treatment for clayey sludge. However, the underlying mechanism of this occurrence remains insufficiently investigated, limiting the application ... -
Investigation of Bound Water in Clay Based on Isothermal Adsorption Experiments and Metadynamics Studies from the Perspective of Water Potential
(American Society of Civil Engineers, 2024)The presence of bound water in clay has a significant impact on the physical and chemical properties of clay, particularly its strength, permeability, and creep behavior. In this paper, the bound water in clay has been ...