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Simulation of the Behavior of Structured Clay Using Nonassociated Constitutive Model with and without Anisotropic Fabric at Critical State
Publisher: American Society of Civil Engineers
Abstract: In this paper, a modified/extended rotational hardening (RH) rule is applied to the nonassociated simple anisotropic constitutive model, SANICLAY-D, for clayey soils. In the proposed model, the destructuration mechanism, ...
Predicting the Pullout Resistance of Denti-Steel Strips Embedded in Cohesionless Soil
Publisher: ASCE
Abstract: Steel strips as soil reinforcements have two significant advantages over reinforcements with a circular cross section like solid and hollow steel bars. First, the contact area of steel strips is more than that of steel ...
Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure
Publisher: ASCE
Abstract: The design and maintenance of embankments is still a challenge in practical geotechnical engineering because of some features of soft sensitive soil behavior that are not considered in conventional methods. These features ...
Investigation into the Internal Erosion and Local Settlement of Esfarayen Earth-Fill Dam
Publisher: ASCE
Abstract: A considerable sudden settlement was discovered on the Esfarayen Earth-fill Dam surface near to the left abutment when the reservoir level rose to 51 m from the riverbed in April 2013. As a result, a detection process ...
Design of a Plastic Concrete Cutoff Wall as a Remediation Plan for an Earth-Fill Dam Subjected to an Internal Erosion
Publisher: ASCE
Abstract: This paper deals with the procedure to determine the required mechanical properties of plastic concrete used to build a new cutoff wall as a remediation measure in an earth-fill dam constructed in a narrow canyon and ...
Centrifuge Tests of Cone-Penetration Test of Layered Soil
Publisher: ASCE
Abstract: Two centrifuge model tests were used to examine the effect of soil interlayering on the measured cone-penetration resistance in a layered soil model. The first centrifuge model included four soil profiles: two uniform loose ...