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Closure to “<i>Method to Predict Ultimate Compression in Clays</i>” by S. Narasimha Rao and K. Kodandaramaswamy (February, 1982)
Publisher: American Society of Civil Engineers
Reaction Products Formed in Lime-Stabilized Marine Clays
Publisher: American Society of Civil Engineers
Abstract: The use of lime to improve the behavior of marine clays has been in practice in several parts of the world over a long period. In this paper, the beneficial changes occurred in a marine clay due to the diffusion of lime ...
Effect of Lime on Cation Exchange Capacity of Marine Clay
Publisher: American Society of Civil Engineers
Abstract: Lime has been successfully used as an additive to the soil to improve soil behavior. Cation exchange is considered to be one of the important reactions responsible for the improvement in the soil characteristics. This ...
Influence of Cations on Compressibility Behavior of a Marine Clay
Publisher: American Society of Civil Engineers
Abstract: The type of cations present in the adsorbed double layer of any clayey soil can significantly control the soil's compressibility. This technical note examines the influence of exchangeable cations on the compressibility ...
Uplift Behavior of Pile Anchors Subjected to Lateral Cyclic Loading
Publisher: American Society of Civil Engineers
Abstract: There are many onshore and offshore situations where the lateral cyclic loading may affect both the pullout and lateral capacity of pile anchors. In this paper, an attempt has been made to study the effect of lateral cyclic ...
Estimation of Uplift Capacity of Helical Anchors in Clays
Publisher: American Society of Civil Engineers
Abstract: Currently, helical anchors are being extensively used in the construction of transmission tower foundations, pipelines, and braced excavations. To arrive at the uplift capacity of these anchors, it is necessary to assume ...
Lateral Capacity of Helical Piles in Clays
Publisher: American Society of Civil Engineers
Abstract: In this paper, the behavior of helical piles under lateral loads in clayey soils is examined through an experimental investigation on model piles. Tests were conducted on rigid helical piles with different numbers of plates. ...
Discussion of “<i>Uplift Behavior of Screw Anchors in Sand. I: Dry Sand</i>” by Ashraf Ghaly, Adel Hanna, and Mikhail Hanna (May, 1991, Vol. 117, No. 5)
Publisher: American Society of Civil Engineers
Influence of Rigidity on Laterally Loaded Pile Groups in Marine Clay
Publisher: American Society of Civil Engineers
Abstract: Pile-supported marine structures are designed for significant amounts of lateral load. In this paper, the influence of parameters like flexural rigidity of pile material, embedment length of pile, and arrangement of piles ...
Behavior of Pile-Supported Dolphins in Marine Clay under Lateral Loading
Publisher: American Society of Civil Engineers
Abstract: Pile-supported dolphins are designed for significant amounts of lateral loads. In this paper, the results obtained from tests carried out on model groups of piles to support dolphin-type structures are presented and ...
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