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RISCoupled Use of Cone Tip Resistance and Small Strain Shear Modulus to Assess Liquefaction Potential
Publisher: American Society of Civil Engineers
Abstract: Resistance against earthquake-related liquefaction is usually assessed using relationships between an index of soil strength such as normalized cone tip resistance and the cyclic resistance ratio (CRR) developed from ...
Closure to “Coupled Use of Cone Tip Resistance and Small Strain Shear Modulus to Assess Liquefaction Potential” by Debasis Roy
Publisher: American Society of Civil Engineers
Discussion of “Discriminant Model for Evaluating Soil Liquefaction Potential Using Cone Penetration Test Data” by Sheng-Yao Lai, Sung-Chi Hsu, and Ming-Jyh Hsieh
Publisher: American Society of Civil Engineers
Mechanically Stabilized Earth Wall Failure at Two Soft and Sensitive Soil Sites
Publisher: American Society of Civil Engineers
Abstract: Two highway bridge approaches, about 10 and
Attachment of Extracellular Metabolic Products of <i>Lysinibacillus sp</i>. DRG3 on Sand Surface under Variable Flow Velocities and Bioprocesses
Publisher: ASCE
Abstract: The efficacy of microbially mediated stabilization of soil mass depends on soil aggregation and further depends on the complex interplay of environmental parameters, microbial extracellular metabolic products, and surface ...
Undrained Anisotropic Monotonic Behavior of Sand from In Situ Tests
Publisher: American Society of Civil Engineers
Abstract: A procedure for estimating the undrained stress-strain behavior of sand from drained self-boring pressuremeter and seismic piezocone penetration tests is proposed in this paper. The procedure offers an inexpensive alternative ...
Discussion: State Parameter from Self-Boring Pressuremeter Tests in Sand
Publisher: American Society of Civil Engineers