Search Results - "Desai, Chandrakant S."

Evolution of Particle Shape Produced by Sand Breakage by Xiao, Yang, Sun, Yue, Zhou, Wei, Shi, Jinquan, Desai, Chandrakant S

“…Abstract This paper presents the results of a study on the evolution of particle shape in carbonate sands that underwent different degrees of particle…”
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Strength and Surviving Probability in Grain Crushing under Acidic Erosion and Compression by Xiao, Yang, Sun, Zengchun, Desai, Chandrakant S, Meng, Minqiang

“…AbstractSingle-grain crushing tests were carried out on limestone with nominal particle sizes of 2.5, 5, and 10 mm to investigate the effect of particle size…”
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Constitutive modeling of materials and contacts using the disturbed state concept: Part 1 – Background and analysis by Desai, Chandrakant S.

“…Computer methods have opened a new era for accurate and economic analysis and design of engineering problems. They account for many significant factors such as…”
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Effect of Intermediate Principal-Stress Ratio on Particle Breakage of Rockfill Material by Xiao, Yang, Liu, Hanlong, Desai, Chandrakant S, Sun, Yifei, Liu, Hong

“…AbstractThe true triaxial compression test is the three-dimensional test, where the intermediate principal stress is not less than the minor principal stress…”
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Constitutive modeling for mechanical behaviors of geomaterials, new designs and techniques in geotechnical engineering by Chandrakant S. Desai

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Constitutive modeling of materials and contacts using the disturbed state concept: Part 2 – Validations at specimen and boundary value problem levels by Desai, Chandrakant S.

“…Computer methods have opened a new era for accurate and economic analysis and design of engineering problems. They account for many significant factors such as…”
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New Simple Breakage Index for Crushable Granular Soils by Xiao, Yang, Wang, Chenggui, Wu, Huanran, Desai, Chandrakant S

“…Abstract Degradation of geomaterials, that is, particle breakage, can be harmful to the full life-cycle stability of practical engineering; for example,…”
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Constitutive Modeling for Overconsolidated Clays Based on Disturbed State Concept. I: Theory by Xiao, Yang, Desai, Chandrakant S

“…AbstractThe disturbed state concept (DSC) is widely used to capture the cracking, breaking, heating, softening, and hardening behaviors of geomaterials. In…”
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Constitutive Modeling for Overconsolidated Clays Based on Disturbed State Concept. II: Validation by Xiao, Yang, Desai, Chandrakant S

“…AbstractThe disturbed state concept (DSC)-based model for overconsolidated clay was proposed mainly in a previous paper that aims to analyze the influences of…”
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Effects of Load Duration and Stress Level on Deformation and Particle Breakage of Carbonate Sands by Xiao, Yang, Yuan, Zhengxin, Desai, Chandrakant S, Zaman, Musharraf, Ma, Qifeng, Chen, Qingsheng, Liu, Hanlong

“…Abstract Time-dependent deformation of crushable soils attributable to particle breakage could dominate the postconstruction stability of high rockfill dams…”
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Rockfill Particle Breakage Generated by Wetting Deformation under the Complex Stress Path by Jia, Yufeng, Xu, Bin, Desai, Chandrakant S, Chi, Shichun, Xiang, Biao

“…Abstract Wetting deformation of the rockfill material, which is generated by particle sliding, breakage, and rearrangement, plays a vital role in…”
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New Method for Improvement of Rockfill Material with Polyurethane Foam Adhesive by Xiao, Yang, Liu, Hanlong, Desai, Chandrakant S

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General Stress–Dilatancy Relation for Granular Soils by Xiao, Yang, Desai, Chandrakant S

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Disturbed state concept as unified constitutive modeling approach by Chandrakant S. Desai

“…A unified constitutive modeling approach is highly desirable to characterize a wide range of engineering materials subjected simultaneously to the effect of a…”
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Experimental Investigation and Constitutive Modeling of Rock-Like Specimens’ Interface with the Effect of Roughness Based on 3D Printing by Amin Soltanianfard, M., Desai, Chandrakant S., Zhang, Lianyang, Hosseinali, Massoud, Toufigh, Vahab, Ghaemian, Mohsen

“…The response of a structure–foundation system subjected to loading is a function of the interaction between them. If the response is to be analyzed accurately,…”
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Testing and Modeling on Particle Breakage for Granular Soils by Xiao, Yang, Desai, Chandrakant S, Liu, Hanlong

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Testing and Modeling of Saturated Interfaces with Effect of Surface Roughness. I: Test Behavior by Alyounis, Mohamad Essa, Desai, Chandrakant S

“…AbstractThe response of structure–foundation systems subjected to static, cyclic, or dynamic load depends on the interaction between them. The behavior of such…”
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Avalanches and Fractures in Biotreated Calcareous Sands by Xiao, Yang, Wu, Bingyang, Jiang, Xiang, Wang, Lei, Desai, Chandrakant S.

“…Biotreatment is an emerging reinforcement technology. Avalanche dynamics has recently been used to analyze the fracture behavior of biotreated specimens under…”
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Testing and Modeling of Saturated Interfaces with Effect of Surface Roughness. II: Modeling and Validations by Alyounis, Mohamad Essa, Desai, Chandrakant S

“…AbstractThe data from comprehensive interface simple shear tests on saturated interfaces, presented in Part I of this paper, were used to calculate the…”
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An effective stress-based DSC model for predicting the coefficient of lateral soil pressure in unsaturated soils by Akbari Garakani, Amir, Pirjalili, Ali, Desai, Chandrakant S.

“…In this study, an analytical model is developed to establish a framework for predicting the coefficient of lateral soil pressure in unsaturated soils. To this…”
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