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Author: SK Vanapalli

2021
Correlations between California bearing ratio (CBR) and resilient modulus (MR) for design of pavements extending unsaturated soil mechanics
KO Omenogor, SK Vanapalli

2020
Data collection and information management across Champlain Sea Clay deposits of Eastern Canada
N A Tavakkoli, A R Senghani, S K Vanapalli

2011
Estimation of the shaft capacity of model piles in a compacted fine-grained unsaturated soil
SK Vanapalli, ZN Taylan

2010
Comparison between the measured and the estimated 1-D heave of expansive soils for seven case studies results using a simple technique
SK Vanapalli, L Lu, WT Oh

2004
Design Details of a Modified Ring Shear Apparatus.
JAI Sedano, VK Garga, SK Vanapalli

Shear Strength Behavior of an Unsaturated Silty Soil in Low and High Suction Range Under Constant Volume Conditions.
T Nishimura, SK Vanapalli

2000
Shear strength behavior of a silty soil over the suction range from 0 to 1,000,000 kPa
SK Vanapalli, A Wright, DG Fredlund

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