Titlebook: ;

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Static and Dynamic Study on the Performance of Modified Stone Column in Ahmedabad Soil,med static and dynamic analyses for the performance of stone column. The behavior of stone column can change significantly after the event of an earthquake. Very little work has been done in this area. So, it is essential to employ the study the performance of the existing stone column after the eve

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Behavior of Jute Fiber-Reinforced Sand Using Direct Shear Test for Ground Engineering Application,er (0, 0.25, 0.5, 1, and 1.50%, by weight of soil), length of fiber (10, 20, and 40 mm), relative density of sands (30, 50, and 80%), variation of water content (0, 20, 60, and 100%), and normal stresses (50, 100, and 150 kPa). It has been observed that the peak shear stress of randomly mix of jute

Anal-Canal

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Improvement of Soft Ground by Employing Granular Piles Below Raft,ity and reduced in settlement. It has been employed to improve the bearing capacity soils underneath the raft foundation, liquid storage tanks, embankments and other low-rise structures. In this study, the bearing capacity of granular piles reinforced on soft clayey soils under the vertically loaded

DEAF

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懒洋洋

https://doi.org/10.1007/978-1-4039-3781-0 UCS, and CBR values, the optimum percentage of RM was found to be 40%. When the lime is added to RM stabilized soil, the MDD values rise up to 4% and the OMC decreases. In addition, the UCS, cohesion, soil friction angle, and CBR increased by 4%. For effective stabilization, the ratio of soil, RM,

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