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Evaluation of Heave Behavior by Numerical Modeling of Granular Pile Anchor in Expansive Soil,t of footing. This paper attempts to study the heave behavior of GPA in expansive soil by numerical modeling with and without geogrid encasement using PLAXIS 2D. Heave phenomena of expansive clay bed reinforced with plain GPA and geogrid-encased GPA for three different pile lengths were analyzed. Ef

Sleep-Paralysis

A Study of Load Distribution Between Soil and Stone Columns,5 to 190 MPa, which represents loose to dense condition of the granular material of the stone column with the relative stiffness (./.) varying between 5 and 13, and the size of stone column represented by area ratio (.) varying from 0.07 to 0.64. The study shows that the variation of ./. with respec

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An Experimental Study to Determine the Best Aggregate Mix for Stone Columns,m + 35% 5 mm + 35% 8 mm), and (40% 3 mm + 30% 5 mm + 30% 8 mm) with respect to time and loadings. The stone column consists of diameter 40 mm used. The 7 kPa pressure was applied at 2 day intervals. Least settlement of the soil was obtained in the case of (30% 3 mm + 35% 5 mm + 35% 8 mm) mix proport

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内行

Subgrade Strength Prediction Modeling On Fiber-Reinforced Expansive Soil Treated With Alkali Activaate and sodium hydroxide. The effects of changing fiber and binder doses (both AAB and lime) on CBR, tensile strength ratio, and modulus of rupture parameters in JF-reinforced soil were significant. JF-AAB soil has greater interfacial interaction, high interconnecting density, and tensile resistance

TERRA

Numerical Studies on Effects of Embankment Layer Construction Period on Consolidation Settlements o analysis was considered. The total height of the embankment was selected as 3.6 m. The construction periods for each layer being 0.6 m high were selected as 4–14 days, generally considered in practical fields. The corresponding consolidation settlements of the top surface of the ground and embankme

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ELUDE

Kasinathan Muthukkumaran,Rajesh Sathiyamoorthy,S.

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